20061393 Ver 1_COMPLETE FILE_20060825

?OF WATF9o Michael F. Easley, Governor
William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
O -? Alan W. Klimek, P.E. Director
Division of Water Quality
September 25, 2006
DWQ Project No. 06-1393
Wake County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Mr. Steve Shipwash
96 Shipwash Drive
Garner, NC 27529
Subject Property: Garrison Subdivision
Ut to Basal Creek [030403, 27-43-15-3, B, NSW]
NOTICE OF WITHDRAWAL
Dear Mr. Shipwash:
On August 25, 2006, the Division of Water Quality (DWQ) received your undated
application to impact 0.73 acres of wetland, 112 linear feet of perennial stream, and 5,388
square feet (ft) of Zone 1 Neuse River basin protected riparian buffers and 2,085 square feet
(ft) of Zone 2 Neuse River basin protected riparian buffers, to construct the proposed
residential subdivision. On September 21, 2006, the DWQ received additional information
from you in response to a Request For More Information submitted to you from the DWQ on
August 31, 2006. As of today, all of the information requested by the DWQ to process your
application has not been provided. Therefore, your file is hereby considered withdrawn and
will not be reviewed until the DWQ's earlier concerns are addressed. The DWQ will require
the additional information listed below in order to process an application to impact protected
wetlands, streams and/or protected riparian buffers on the subject property. Once you have
collected sufficient information to have a complete application you will need to reapply for
DWQ approval. This includes submitting a complete application package with the
appropriate fee.
Additional Information Necessary to Process a New Application
1. Please provide a written letter from DWQ staff as to whether the pond is subject to the
buffer rules.
2. As previously requested, "Please provide an inventory of all impervious surfaces
(building footprints, roads, driveways, decks, stivimming pools, sidewalks, gravel-covered
areas, etc.)." You need to show how you arrived at 28.1 percent imperviousness for the
site. The estimated square-foot of imperviousness for each lot is not adequate.
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.nc.us/ncwetfands
One
r Carolina
Np
Naturally
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Steve Shipwash
Page 2 of 2
September 25, 2006
Please be aware that you have no authorization under Section 401 of the Clear Water Act for
this activity and any work done within waters of the state would be a violation of North
Carolina General Statuses and Administrative Code. Please call Mr. Ian McMillan at 919-
715-4631 if you have any questions or concerns.
Sincerely,
- i/
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
CBKlijin
cc: Kyle Barnes, DWQ Washington Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Stewart-Proctor Engineers, 319 Chapanoke Road, Raleigh, NC 27603
Filename: 061393GarrisonSD(Wake)W ithdrawn
Transmittal
STEWART-PROCTOR PLLC
ENGINEERING & SURVEYING
319 CHAPANOKE ROAD
SUITE 106
RALEIGH, NC 27603
PHONE: [phone]
FAX.- [phone]
Date:
Attention:
From:
No. of pages:
(Including this cover)
Comment(s):
20061393

1Y/2 s ?o

70"o -I Crt,
`4 @19 0'6 12 Do
Q
AU6 2 5 2006
QrNfi Y I'll, I a4lr LITY
?ti''Yt??9 (wkI ?Ttiii} ?? j?t?A 9tV,Nrt3
SCop?ES ?F APP ica7io?J PLANS fog GA IS6,J 90a10,
Pcf'A 5E tv /n n r- A CA IC_ Z6- Yo0 NAL) E AIJy QUFsiiv?.?.
-rt ?r0y. ^?oy
-bkl13 1F_rc.L
Reply requested: - Yes _ No

Transmittal
STEWART-PROCTOR PLLC
ENGINEERING & SURVEYING
319 CHAPANOKE ROAD
SUITE 106
RALEIGH, NC 27603
PHONE: [phone]
FAX.- [phone]
Date: Z b
Attention: I KAtV Y
From:
No. of pages: S F p 2) 2006
(Including this cover)
al:nli • WA'CM QUALITY
1YTtp o) tj+D sTcr4MATfA MOW
Comment(s):
0 VIS£Q PLAJQe, LJITb P0PIT/or?AL 10Fp/IZI AT)9,y AS Qmy6'Sl
3 fEi S of QCA?s X02 GA2??Sor? SyQJ?
-? eDPI S o l" f 4j dtPPS i c?4 r•/o,? d- C EyFL syYIEADER .? f6en 7 io x?)
Reply requested: _ Yes _ No
DWQ Project #06-1393
Wake County
Subject Property: Garrison Subdivision
UT to Basal Creek [030403, 27-43-15-3, NSW]
Dear Mrs. Karoly,
We offer the following responses which correspond to the numbering of the staffs
comments for additional information.
1) See Vicinity map on cover sheet showing road names to locate project.
2) Changed hatching pattern to show rip rap dissipator pad more clearly for stream
bank stabilization.
3) Proposed wetland impacts have, changed for the lift station due to some scaling
error in calculating the area. After field verification and rechecking, the correct
area for the wetland impact for the Lift Station will be 0.14 acres.
4) Changed hatching pattern to show rip rap dissipater more clearly and also showed
the hatch we used for zone 1 to cover rip rap area which was included on the
PCN application and table impact totals in the first submittal.
5) See overall sheet for building setbacks.
6) See overall sheet for proposed sewer manholes and lines
7) Location of level spreaders to diffuse flow shown and scaled to 1"=50' inserts.
8) Provided level spreaders to diffuse flow along with operational and maintenance
agreement signed. Also showed on plan the estimated impervious to be under
30%.
9) Impervious will be held to 3500 sf per lot which will include building footprints,
roads, driveways, decks, sidewalks and gravel covered areas. Total impervious is
28.1%.
10) Due to topography and trying to get as much separation from the pond as possible
this is what the Town of Holly Springs and our office believes is
the best location for the Lift Station.
Sincerely,
John Teel
LEVEL SPREADER OPERATION AND MAINTENANCE AGREEMENT
The level spreader is defined as an elongated, level threshold, designed to diffuse stormwater runoff.
Maintenance activities shall be performed as follows:
1. After construction and until vegetation has been established, level spreader(s) shall be inspected after
every rainfall. Thereafter, level spreader(s) shall be inspected at least every month and more
frequently during the fall season and after heavy rainfall events:
a. Accumulated sediment, leaves, and trash shall be removed, and repairs made if required.
b. Inspect level spreader(s) for evidence of scour, undercutting, settlement of the structure, and
concentrated flows downhill from the level spreader(s).
c. A level elevation shall be maintained across the entire flow-spreading structure at all times.
Repair or replace the level spreader if it is damaged.
d. Mow vegetative cover to a height of six (6) inches and prune plants if they cover over half of the
level spreader surface.
e. Repair eroded areas and replace/replant dead or damaged vegetation.
2. The contractor should avoid the placement of any material on and prevent construction traffic across
the structure. If the measure is damaged by construction traffic, it shall be repaired immediately.
3. Inspect and repair the collection system (e.g., catch basins, pipes, swales, dprap) four (4) times a year
to maintain proper functioning.
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance
procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to
the system or responsible party.
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
I, _ Q&All Ld Qa,,'-. , a Notary Public for the State of y'Lcvelx ('aAxLa,? "_ ,
County of tk;aA_? , do hereby certify that
personally appeared before me this 4y?'4-day of A? rLn? , ant) (e , and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and
official seal,
ttt,?uu? r4iq?
NOTAW
SEAL
My commission expires N 1.?J- /.10/0
Page t of t
Print name: STrUr SftlPWASH-
Title:_ oLjw Ee, 1 beujaD?E2.
Address: q ?, S Hi PUASH onoE_
DWQ Ned No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: GRreeisoj SUnp.
Contact Person: -JOk1 y rEEL Phone Number.
Level Spreader ID:,A. Level Spreader Length R
Drainage Area D • 2 ac.
Impervious Area d Z ac.
Maximum Filter Strip/Buffer Slope ell %
grass
Max. Discharge from a 10 Year Storm O• G S' cfs
Max. Discharge to Level Spreader 0-(1 S cis
Filter Strip/Buffer Vegetation 2A 6S
Pro-troatrrant or Bypass Method PP (: -I rCA1-nZ?r
iI. REQUIRED ITEMS CHECKLIST
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-sits and off-situ drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick groud cover).
(thick ground cover or grass, canopied forest with kaf Mr
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation 13 #achod. If a
roqukoment has not boon mot, attach an wplanation of why. At a minimum, a complete stonmwater management plan submittal includes
a werkshoot for each BMP, design calaltly s, plans and spocrficatl= sho4v all BMPs rend outlet slouch re dotA a detailed
drainage plan and a fully executed operation and nu*tonance agreement An 6mcompleto submittal package will result in a request for
additional information and WII substantially delay final review and approval of the project,
AmIlconts Initials
-rT' Lovd sproador is at bast 13 ft, per d3 for thick ground covor or grass or I DD ft par cfs In canopied forost with loaf
litter.
-r T' Pro-Form Scour Holes are on flat slopes only
S No structures are looted in protected buffers'
If bypass method specified In the Draft Level Spreader Design Option Document:
Bypass method 13 Woc fiod (if applicable) and plan details aid calculations are provided
Discharge to level spreader and subsequent fitter strip 13 hydraulically and sp,-Wy separate from the bypass
dschargo.
No structures are located in protected buffers.
Plan details forthe bypass and outlets are providod.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
• Level spreaders in series can be used on slopes of up to 15% In forested areas with leaf Griier cover or on slopes of up to 25% in areas
with thick ground cover or grass If designed according to the Draft Level Spreader Design Option Document This potentially requires a
minor varlance in protected buffer areas. In any event the second level spreWor camot be located In Zone 1 of a protected buffer area
OWQ Ned No.
DMSION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (pleaso complete the following information):
Project Narxm : r
Contact Person: -C co K mJ TCirL Phone Number. I9 ( 9 ) 7 I 9 - Gs-
Level Spreader ID: e 2
Level Spreader Length 33 ft.
Drainago Area 0-1 ac.
Impervious Area . 13 ac.
Maximum Filter Strip/Buffer Slope %
grass
Max. Discharge from a 10 Year Storm 2 • `l 2 cfs
Max. Discharge to Level Spreader 2.4 2 cis
Filter Strip/Buffer Vegetation &2 A 5 S
(perpendicular to flow)
(on-sit© and off -site dmInago to the level spreWor)
(on-Sito ad off-".,Ile dmhorge to the lovel 0
(896 for forosted, leaf littler cover, 8% for thick groud covorr
(thick ground cover or grass, canopied forest with kaf litter
groundcover)
Pre-troatmentor Bypass Method PR E -TaATnt,0-
II. REQUIRED ITEMS CHECKLIST
Initial In the cpaco provided to indicate the following design requirements have been mot rand supporting documentation 13 st achod. It a
nmqulromont has not boon mot, atYacfr an oxplanatlon of why. At a minimum, a complete storrrrrr&r management plan subs fftal Indudos
a workshoot for each BMP, design calculations, plans and spodfications showing r.ti BM and outlet structure, do-, a data W
drainage plan and a fully exocuted operation and mahrtenanco agreement An Incomplete submittal package win resuft In a request for
additional information and will substantially delay final review rand approval of the project,
Amliconts Initials
ST Level sproader 13 at least 13 ft, per cis for thick ground cover or grass or 100 ft per ds in canopied forest with kaaf
littor.
S f Pro-Form Scour Holes are on flat slopes only
sr No structures are located in protected buffers'
If bypass method specified In the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details rand calculations are provided
Discharge to level spreader and subsequent filter strip 13 hydraulically and spatially separate from the bypass
discharge.
No structures me located In protected buffers.
Plan details for the bypass and outlets are provided.
The operation and m afntonarim agreement includes annual erosion and vegetation repair.
The operation and maintonance agreement signed and notarized by to responsible party Is provided.
Level spreaders in series can be, used on slopes of up to 15% In forested Areas with leaf littler cover or on Slopes of up to 25% In areas
with thick ground cover or grass If dosignod according to the Draft Level Spreader Design Option Document This potcn&* requires a
minor valance in protected buffer areas. In any event the second level spreador carvaot be bcded In Zone 1 of a p utootoi:i buffer area.
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION
Project Name : 61
complete the following information):
Contact Person: I t, K O 7EE L. Phone Number.
Level Spreader ID:,A3
Level Spreader Length 2 Z fL
Dralnago Area O. S X.
Impervious Area 0. S ac.
Maximum Filter Ship/Buffer Slope (o %
grass
Max. Dlsschargo from a 10 Year Storm /. G Z cis
Max. Dischargo to Loves Spreader 16 Z cis
Filter Strip/Buffer Vegetation & e A SS
Pro-treatmont or Bypass Method ER -7 Pia TA CJ T'
REQUIRED ITEMS CHECKLIST
(pcrpcnd'xxalaar to flow)
(on-sate end off-site drahage to the level spreader)
(on-sito " off-sito drr"hago to the bd cxeadcr)
(6% for forested, leaf ntifer cover, 8% for thick grou:d cover).
(thick ground cover or grass, canopied forest with Ic?f fitter
groundcovor)
Initial In the space provided to indicate the following design roquiroments have been met and supporting doa=ntaaon is t%achod. If,,
toqukomont has not boon mot, aftpch an o*1=t1bn of why. At a minimum, a completo storrm ater management plan sub6ttal Includes
a vmrk shoot for oath BMP, dote calaltlons, plans and spod5calbw ho ng Z3 BNIPs and wW struchuo dct,,A a deWW
drainago plan and a fully ex=dod operation and malntonanco agrocm3nt An Incomplete submittal package win result h a rogwst for
additional infonnaflon and WU subst<rr=y delay final rovlety and approval of the projoct.
Armlicants Initials
rr Loved sprea4or13 at bast 13 ft pot cfs for thick grauid cover or grate or 1Do ft per cfs in caneplod forest %M leaf
litter.
3 i Pro-Form Scour Holes are on flat slopes only
' No structuro3 are located In protected buffers'
If bypas3 method specified In the Draft Level Spreader Design Option Do=mnt:
Byp ss method Is specified (f appner:blo) and plan dot4113 and ealaalatlons are provided
Discharge to level spreader and subsequent filter strip 13 hydraulically and spalially separate from the bypass
dischxgo.
No structures aro bcatod In protected buffers.
Plan dc-tab for tho bypass and outlets aro provided.
Tho operation and maintenance agreement Includes annual erosion and vegetation repair.
_The operation and maintenance agroemont w'gnod and notarized by the responsible party 13 provided.
Level spreaders In series can be used on slopes of up to 15% In forested areas viiih leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or g=3 If designed according to the Draft Level Sproador Design Option Doament Thkr potcntiav nequkes a
minor vafanoe in protected buffer areas. in any event the second level spreador cannot be Ix'.-d in Zone 1 of a prod buffior c=
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (pioaso complete the following information):
Project Nam : G A2 elg o,-J S ub b ,
Contact Person: So kLi rrEL- Phone Number. (ft 1 1 7 7 f-/mss
Level Spreader ID: :?. 4
Level Spreader Length q ft.
Drainage Area 0.2 CC.
Impervious Area CC.
Max alum Filter StriplBuffor Slope %
grass
Max. Discharge from a 10 Year Storm D. G S cis
Max- Dischargo to Level Spreader 0, to S cfs
Filter Strip/Buffor Vogeta Lion 4 QASS
(perpend cular to flow)
(on-situ and off-site drahago to the level spreader)
(on-s8o and off-sito drraahago to the level Wreadcl
(6% for forested, leaf littler cover, 8% for thick g=1 cover)'
(thick ground cover or grass, canoplod bur st vAlh IWf littor
groundcover)
Pro-troatmont or Bypass Method re (5- -7 eEh t/'? rtiJT '
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design roqulremcnts have been met and supporting documentation Is 4ached. If a
roqulromont has not boon mot, attach an explanation of why. At a minimum, a complete stonrrrator managcmont plan mbmlttal Includes
a vorkshoot for oach BMP, dosign calculations, plans and :poalicaflons shoWm z3 BMPs rnd outioi structure dotes a detailed
drainage plan and a fully oxomdod operation and mehlonmoo agreement An incomplete submifttal package will result h a request for
additional Information and will substan&* delay final review and approval of the projoct.
Analicunts Initials
Tr Level spreader 13 at least 131 per cfs for thick ground cover or grass or 100 ft per efs in canepiod iorost with loaf
litter.
T T- Pro-Form Scour Holes me on flat slopes only
ST" No structures ore located in protected buffers'
If bypass method spocrwd in the Draft Lovel Spreader Design Option Document
Bypass method is specified (f applicable) and plan details and calculations am provided
Discharge to jowl spreader and subsequent filter strip b hydraulically and spatially separato from the bypass
discharge.
No sbucures are located in protoctod buffers.
Plan details for the bypass and outlets are provided.
The operation and amintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreoment signod and notarized by the mWonsiblo party Is providod.
' Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf Mer cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This po;cntiaUy requires a
minor varianco in protected buffer areas. In any event the second level spreador cannot be locci d In Zone 1 of a protedw buffor area
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (plc= complete the following information):
Project Name: e;Ae 1 0 SyBO ,
Contact Person: so N P-.> T5151 _ Phono Number. (9 i J 7 q _ 1 NS
Level Spreader ID: it S
Level Spreader Length 3 (I ft.
Drainago Area /0 ac.
Impervious Area , o - X.
Maximum Filter StriplBuffor Slope %
grass
Max. Discharge from a 10 Year Stem 7 S cfs
Max. Discharge to Level Spreader 2. cfs
Filter Strip/Buffer Vegetation 4 r? A 5S
(perpendicular to flow)
(on-sito and off-situ drainage to the loud spreader)
(on-Tito and offf.,ito dr^ahaga to the level o
(6% for forested, leaf littler cover, 8% for thick g O cover).
(thick ground cover or grass, canopied forest with 1?;f frtter
groundcovcr)
Pro-treatrnontor Bypass Method , eOF_-TCEATMrJT_
REQUIRED tT8.1S CHECKLIST
Initial In the space provided to indl b the following design requirements have been met and supporting documentation is Oachod. If a
roqulromont has not boon mat, ottoch an oxplanation of why. At a mnimum, a kornplote stonrnrater management plan submittal Includes
a wvrkshoot for oath BMP, design calculations, plans and spoaf>cations showing all BMPs rnd outiaf structure do g a detalled
drainage plan and a fully oxocutod operatlon and ma!ntonenco ogrecmont. An incomplete subm tai package wig result t1 a request for
additional information and will substan&* delay final revtohv and cppaNd of the projoct.
Aryliconts Initials
5T -Loyd sproador Is at bast 13 it per cfs for thick ground cover or grays or 100 ft per cis in canopied forest with loaf
litter.
S T' ProTonn Scour Holes are on flat slopes only
T No structures are located in protected buffers'
If bypass method specified in the Draft Level Sproador Design Option Document:
Bypass method Is spedfiod (if eppgcable) end plan details and caiaulations are provided
Oischargo to level spreader and subsequent filter strip 13 hydraulically and spatially separate from the bypass
discharge.
No structi= are located in protected buffors.
Plan details fortho bypass and outlets urn provided.
The oporatlon crid maintonance ogreernont includes rnnual erosion end vegetation repair.
The oporation acid maintonanco agrooment signed and notarized by the responsible party is provided.
' level spreaders in series can be used on slopes of up to 15% In forested areas with leaf littler corer or on slopes of up to 25% in areas
with thick ground cover or g=3 if designed according to the Draft Level Spreader Design Option DoaurrrenL This po;ont!* requires a
minor valance in protected buffer areas. In any event the second level spreader cannot be locatod in Zone 1 of a protadd buffer area
DWQ Project No.
DMSION OF WATER QUALITY - LEVEL. SPREADER WORKSHEET
1. PROJECT INFORMATION (pieaso complete the following information):
Project Name: 4AePisotJ -(013D,
Contact Person: :S-Ml 1 tj rE E L Phone Number
Level Spreader ID:A? ?
Level Spreader Length I R i ft.
Drainage Area _ X.
Impervious Area ac.
Maximum Fitter Strip/Buffer Slope 40 %
9=3
Max. Discharge from a 10 Year Storm 1,4 cis
Max. Di;,chargo to Level Spreader ly. fi cfs
FilterStripBufforVegetation (RAS_5
Pro-boatmontor Bypass Method P2E4-efATACO-[
REQUIRED ITEMS CHECKLIST
(perpendicular to flow)
(on-with and oft site draago to the level spreader)
(on-sib rnd off-,,b drahago to the level spreader)
(6% for forested, loaf Gtifor cover, 8% for thick growd cover).
(thick ground cover or grass, canopied forest with [;;f litter
groundcover)
Initial in the space provided to indicate the following design requirements have been mot and supporting documentation Is cached. If a
requtromord has not boon nret, enacts an wplanation of why. At a minimum, a conxpleto stcmm3ter management plan submittal Includos
a waorksheot for each BMP, design calculations, plans and spocificatlons s wdxg ati BMPs rnd outlet sbucuro doh a detailed
drafnago plan and a fully executed operation and maintenance agreement. An incomploto submittal package will r=ft h a requost for
additional information and will substantially delay final rvAow and approval of the project
Aryilkoants Initials
37 Lovd sproaderIs at bast 131 per ds for thick ground cover or grass or 100 ft per ds In canoplod forest with leaf
litter.
S T" Pro-Form Scour Holes are on flat slopes only
S'r No structures ere located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document
Byp = method Is specified (if applicable) and plan details and calculations am provided
Oischargo to level spreader and subsequent filter strip b hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan detaib for tho bypass and outlets are provided.
Tho operation end maintenance ogreemant includes annual erosion and vegetation repair.
The operation end maintenance ogreoment signed and notarized by the responsible party b provided.
• Level spreaders in series can be used on slopes of up to 15% In forested areas With loaf littler cover or on slopes of up b 25% In areas
with thick ground cover or grass ft dcslg "according to the Draft Level Sprcador Dcdgn Option Docmnt Thb po;ena* requires a
minor variance in protected buffer areas. In any event the second level spreader c=ot be boated In Zone 1 of a pmtoctod buffer orea.
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
PROJECT INFORMATION (please complete the following information):
Project Name :
Contact Person:
Level Spreader ID:.it
,Twfo TCEt, Phone Number.
Level Spreader Length 14 4 it
Drainage Area X.
Impervious Area _ X.
Maximum Filter Strip/Buffer Slope %
grass
Max. Dischargo from a 10 Year Storm 11"a cis
Max. Discharge to Level Spreader It, O cis
FiltorStripBufferVogotation C_ f A15 -S
Pro-troatment or Byp= Method Pe E--rer,4 TM"T'
REQUIRED iT03S CHECKLIST
(perpendiular to flow)
(on-rite and off-sito drainage to the level spreader)
(on-site and off-.,b drathago to the level spreader)
(695 for forested, leaf littlor cover, 8% for thick grourf cover)'
(thick ground cover or grass, canopied forost with I?af litter
groundcover)
Initial In the space provided to indicate the following design requirements have been met and supporting documentation IS Oachcd. /to
requirement has not boon mot, attach an oVionotion of why. At a minimum, a complete sWarnmator management plan submittal Includes
a wvrkshoet for each BMP, design calculations, plans and spodfica8ons ,hooting all BMPs and ouflot sbuctwo doh, a detailed
drainage plan and a fully executed oporation and n-k*tonanco agroemont An Incomplete submittal padogo will result kh a request for
addlbonal information and will substantially delay final roviow and opprowi of the projccL
Aamliconts Initials
-TT' Loyd spreader b at least 131 per cis for thick ground cover or gross or 100 ft per ds In canopied forest with leaf
litter.
7 T Pro-Form Scour Holes are on flat slopes only
5 T- No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method Is sp)dfled (if applIcablo) and plan details and calculations aro provided
Dischorgo to lend sproader and subsequent filter strip Is hydraulic ally and spatially separato from the bypass
discharge.
No structures aro located in protected buffers.
Plan details for the bypass and outlets are prWdod.
The operation end matntonanco ogreement includes annual erosion and vegetation repair.
The operation and n-dntonanco agreement signed end notarized by the responsibto pcty 13 prov,dcd.
' Level spreaders in sories can be used on slopes of up to 15% In forested areas with leaf littler cover or on slopes of up to 25`Y in areas
with thick ground cover or grams If designod according to the Draft Level Spreader Design Option Document This potentk:fly requires a
minor va lwoo in protected buffer areas. In any event the second level spreader echnot be bctod In Zone 1 of a pna',octcd bul for area.
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1
WArFRP Michael F. Easley, Governor
?? (r William G. Ross Jr., Secretary
LU r North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
August 31, 2006
DWQ Project # 06-1393
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Steve Shipwash
96 Shipwash Drive
Garner, NC 27529
Subject Property: Garrison Subdivision
Ut to Basal Creek [030403, 27-43-15-3, B, NSW]
REQUEST FOR MORE INFORMATION
Dear Mr. Shipwash:
On August 25, 2006, the Division of Water Quality (DWQ) received your undated application to impact
0.73 acres of wetland, 112 linear feet of perennial stream, and 5,388 square feet (fe) of Zone 1 Neuse
River basin protected riparian buffers and 2,085 square feet (ft) of Zone 2 Neuse River basin protected
riparian buffers, 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 1. Please provide a location map for the project with landmark references to locate the property.
2. Please show proposed stream bank stabilization on the site plan.
3. Because you are proposing impacts to wetland of 0.73 acre, please provide verification that the
U.S. Army Corps of Engineers is processing your application as a Nationwide Permit, and not an
Individual Permit.
4. Please show all stream impacts, including rip rap, and revise your PCN application table impact
totals as necessary.
5. Please place building envelopes on all lots within the northern edge of the property, adjacent to
the property line.
6. Please locate any planned sewer lines on the site plan.
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: htta://h2o.enr.state.ne.us/ncwetlands
None Carolina
?turally
An Equal Opportunity/Affirmative Action Employer - 50% Rccycled/10% Post Consumer Paper
Mr. Steve Shipwash
Page 2 of 2
August 31, 2006
7. Please provide the location of any proposed stormwater management practices as required by
GC3402.
8. Please provide detail,for the stormwater management practices as required by GC3402. Please be
advised that the proposed project will likely require constructed wetlands for the stormwater
BMP, and a separate Operations and Maintenance agreement will be necessary for these facilities.
9. Please provide an inventory of all impervious surfaces (building footprints, roads, driveways,
decks, swimming pools, sidewalks, gravel-covered areas, etc.).
10. This Office believes that the lift station labeled on the plans as lift station can be moved or
reconfigured to avoid the impacts to the wetland. Please revise the plans to avoid the impacts.
Please respond within three weeks of the date of this letter by sending this information to 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.
Sincerely,
Cyndi 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
Stewart-Protor Engineers, 319 Chapanoke Road, Raleigh, NC 27603
5
Filename: 061393GarrisonSD(wake)0n_ Hold
DWQ 06-1393 Garrison Subdivision
e
Subject: DWQ 06-1393 Garrison Subdivision
From: Laurie Dennison <[e-mail]>
Date: Thu, 31 Aug 2006 14:34:28 -0400
To: [e-mail]
Please see attached the Division of Water Quality's request for more information
related to your recent application. Please note that this message is being
forwarded to you electronically so that you may expedite preparation of your
response. Please do not send your response as a reply to this e-mail or via fax.
The hard copy is being sent via US Mail. All response correspondence is to be
mailed via hard copy to the 401 Oversight and Express Permits Unit, 2321 Crabtree
Blvd., Raleigh, NC, 27604 unless otherwise noted.
061393GarrisonSD(Wakc)On_ Hold.doc Content-Type: application/msword
Content-Encoding: base64
1 of 1 8/31/2006 2:35 PM
Y
Office Use Only: Form Vcrsion March 05
USACE Action ID No. DWQ No. t= ?? 1 ?) t1 3
(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
Z 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:
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 Man t Area of
Environmental Concern (see the top of page 2 for further details), check her @ IR
II. Applicant Information SEP 2 1 2006
1. Owner/Applicant Information DENR - WATER QUALITY
t... ; N
Name: !<TwE W/PwASN t?citArMMOaTOl;i.twg e
Mailing Address: Q! S41Pe. ASO POL1E
6A2)J9a.; Q.G. Z'7529
Telephone Number: '1'19-/RCS Fax Number: -1y9-1?6/
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: -6 1QA21'- pl;oc r09!
Company Affiliation: ErJG??7EE2
Mailing Address: IN CIAAPAQ0KG anAD
kA LEIC I.1 i 1. C. Z-&0_1
Telephone Number: -1'19-I SSS Fax Number: 771-141
E-mail Address: .aohnash+e-e.l e-yx0po. GoP1
Page 5 of 12
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: GARftlsoN
2. T.I.P. Project Number or State Project Number (NCDOT Only):_
3. Property Identification Number (Tax PIN): 0646-1 ,3 - b 20
4. Location
County: WNkF-Nearest Town: -rnw .) of 14oLV SP_ew6.5
Subdivision name (include phase/lot number): GA2etso,.) i / IV I OTs
Directions to site (include road numbers/names, landmarks, etc.):
1,oeA'r5O oFF dh PlOi5Y* C,eovE WILBoJ r_D 6,P 1101 Sooo` souTN-
n r- AuEP'Y- FEt2Qy 2.D IPrgesEcT/o.AJ ,
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): ON °W
6. Property size (acres): !!M.t4 F, c. .
7. Name of nearest receiving body of water:
8. River Basin: 0 j5OAE
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at littp:Hli2o.enr.state.tic.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: woopEO 4- FALLotJ
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
LAOn L)-Sr O-OM5El) TO QE. IMSIDENTIAL. 'fyPk?- of auIPMCEU7'
TO 106WOL AQLL QDZE(Z GIZA0144 26P NOD Te-AC.V- 1405,
11. Explain the purpose of the proposed work: To Fit- a Ml/,) 8ggA o t=
PI? oPosQ P o A CsIV. 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. N 13 R RD Or-23-1
( Li cu1oE/o )
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.
WnOE:
VI. Proposed Impacts to Waters of the United Statcs/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
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: REs1wEprlAt- rCOANJAy
, u1TN 112 t,? aF r,CEArj Tr1pAG7- AUp A MoMfQ GIFT sTAT1dJ
cQoss4,J(
r f Ir% LJ(-TLA#Jn -fr1AA rPage 7 of 12

Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
senamtely list impacts due to both structure and flooding.
Wetland Impact
Number
(indicate on map)
Type of Impact Type of Wctland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
F(yes/noin
es/no Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)
:A-I IPE FI?? o EsTED 00 ?-' p S
# 2 LIFT$TAT10,J F1t.L n .S E moo' ?-' O, I

Total Wctland Impact (acres) 0,79 Ne
3. List the total acreage (estimated) of all existing wetlands on the property: 9 , :?, A e.
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, multi 1 length X width, then divide b 43,560.
Stream Impact
Number
indicate on ma
Stream Name
Type of Impact
Itcrmitte ntermitte or
nt7 Average
Stream Width
Before Im act Impact
Length
linear feet Area of
Impact
acres
14 LJT IV (IASAL 62EEK PIPE `ILL PMOPIAL S 12 ,OI

Total Stream Impact (by length and acreage)
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

Site Number
indicate on ma
Name of Waterbody
(if applicable)

Type of Impact Type of Waterbody

(lake, pond, estuary, sound, bay,
ocean, etc. Area of

Impact
acres

Total Open Water Impact (acres)
Page 8 of 12
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 01
Wetland Impact acres : 0 , 2
Open Water Impact acres :
Total Impact to Waters of the U.S. (acres)
Total Stream Impact linear feet : 12
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.
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.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
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. ? o wj o,4 Notts rPV,w e-S
WAVE AsK Fog 744 WEESTA-110J TO PE .8QLJd MY P?,JEr (Wn96E 0100&)2D,
Fo( ToPo REA.Se,Js, I?ILSa VAQV ARE AfXl,)G gott rHF- Lo,wgeriot.) ro THE OOT&
R('\sr,,_jS S1trrX,_cE 1- LEyEL SGQ£AOB2s c.???L P-E ?SE,D To trDva£ Jr,PAcrs•_
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.
Page 9 of 12
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
littp://li2o.enr.state.nc.tis/iicwetlaiids/strmai(le.litml.
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.
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 littp://li2o.enr.state.iic.tis/wrp/itidex.litm. 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):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
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 (NEPAISEPA)?
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 213 .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 Z 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.
I Impact Required
Zone* ,,,,,- I
Multiplier I AA;f;-#;,,,,
1 5-3 3 (2 for Catawba)
2 ZoBS' 1.5
Total 1 7Q 1 3
Zone 1 extends out 30 feet perpendicu
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what
Donation of Property, Riparian Buffer Restoration /
Riparian Buffer Restoration Fund). Please attach all
within 15A NCAC 213 .0242 or.0244, or.0260.
the top of the near bank of channel; Zone 2 extends an
type of mitigation is proposed (i.e.,
Enhancement, or Payment into the
appropriate information as identified
Page 11 of 12
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. SEE tMPr*otov_s e-kLe s o9_2".04
XH. 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.
To2WU o/,NoU.y SP_206 S
XHL Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No Ig
Is this an after-the-fact permit application? Yes ? No Z
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:
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
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).
f
kZ'Joe, lid
Appli t/ gent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
o u -- 13 9 3
LEVEL SPREADER OPERATION AND MAINTENANCE AGREEMENT
The level spreader is defined as an elongated, level threshold, designed to diffuse stormwater runoff.
Maintenance activities shall be performed as follows:
1. After construction and until vegetation has been established, level spreader(s) shall be inspected after
every rainfall. Thereafter, level spreader(s) shall be inspected at feast every month and more
frequently during the fall season and after heavy rainfall events:
a. Accumulated sediment, leaves, and trash shall be removed, and repairs made if required.
b. Inspect level spreader(s) for evidence of scour, undercutting, settlement of the structure, and
concentrated flows downhill from the level spreader(s).
c. A level elevation shall be maintained across the entire flow-spreading structure at all times.
Repair or replace the level spreader if it Is damaged.
d. Mow vegetative cover to a height of six (6) Inches and prune plants if they cover over half of the
level spreader surface.
e. Repair eroded areas and replace/replant dead or damaged vegetation.
2. The contractor should avoid the placement of any material on and prevent construction traffic across
the structure. If the measure is damaged by construction traffic, it shall be repaired immediately.
3. Inspect and repair the collection system (e.g., catch basins, pipes, swales, riprap) four (4) times a year
to maintain proper functioning.
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance
procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to
the system or responsible party.
P
S
I?.D
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
I, _ Q&A a Notary Public for the State of 111-0
County of W& A-_,_ , do hereby certify that
personally appeared before me this 4 ?' day of .L <<,,',f . , ato (e , and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and
official seal,
Oq
tP ? ?
?QQ? 4
z NOTARY
t pu81.1C
?F couNdy
SEAL
.SFP 2 r 2006
i?ETLANDPMD
sTORJAVAr?
My commission expires q a.r 'l d to
Pap t of l
Print name: ST?vE SftIPwAS f+
Title: oL,)wa.,LDgUir_Lr)
Address: a SHtPt,.IASH QQoE
DWQ Project No.
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : G N 2 O?S o 0 sv Q Q•
Contact Person: -sojAj TEL Phone Number. 19 r q 1-r 19 -iN c s
Level Spreader ID: 4j.
Level Spreader Length 9 It
Drainage Area o • 2 ac.
Impervious Area O , Z ac.
Maximum Filter Strip/Buffer Slope %
9rass
Max. Discharge from a 10 Year Stonm O• ? ? cis
Max. Discharge to Level Spreader O . G cis
Filter StriplBuffer Vegetation 2A SS
(perpendicular to flow)
(on-sib rrd off-slto drahago to the level spreador)
(on-situ and off--situ drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick groud cover)'
(thick ground cover or grass, canopied forest with IMP fitter
groundcover)
Pro-t wtment or Bypass Method Re r: - If IAT IF") r
11. REQUIRED ITEMS CHECKLIST
inMal in the space provided to indicate the following design requirements have been met and supporting documentation IS xWod. If a
roqukumord has not boon mot, attach an explanation of why. At a minimum, a complete stommrater management pica subdttal includes
a workshoot for each BMP, design calculations, plans and spedfications showing al BMP3 and outlet structure dew a detailed
drainage plan and a fully executod operation and maintenance agroem ont: An Incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
Level sproador is at bast 13 ft por cis for thick ground covor or grass or 100 ft por cis in canopied forest wish loaf
litter. _
-T T' Pro-Form Scour Holes are on flat slopes only
s No structures are located in protected buffers'
If bypass method specified In the Draft Level Spreader Design Option Document:
Bypass method Is specified (if applicable) and plan details and calculations are provided
DIschargo to level spreader and subsequent fitter strip Is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation ropalr.
The operation and maintenance agroomont signod and notarized by the responsible party Is provided.
' Level spreaders in series cart be used on slopes of up to 15% In forested areas with loaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass If designed according to the Draft Love] SproWor Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any ovent the second level sprecior cannot be bc&d in Zone 1 of a protoctod buffer ease.
DWQ Project No.
DMSION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
I. PROJECT INFORMATION (pleaso complete the following Information):
Project Nam : r
Contact Person: -in K o rC?5L Phone Number. (q i 9 1 7'19 - r?s
Level Spreader ID:,± 2
Level Spreader Length 33 ft
Drainage Area 9 ac.
Impervious Area . 13 X.
Maximum Filter Strip/Buffer Slope %
Grass
Max. Dischango from a 10 Year Storm 2 . q 2 cis
Max. Dischargo to Level Spreader 2.4 2 cfs
Filter StripBuffer Vegetation K A 5S
(perpendicular to flow)
(on-site and off-slte drahago to the lood spreader)
(on-site and off-site drzInago to the level spreader)
(6% for forested, loaf littler cover, 8% for thick grm4 cover)'
(thick ground cover or grass, canopied forest with W litter
groundcover)
Pro-troatmontor Bypass Method PR E -TuATntNr
REQUIRED ITEMS CHECKLIST
Initial in the Waco provided to indicate the following design roquiromont3 have been met and supporting documentation 13 stfachod. If a
roqukumont has not boon met, attach an oxplanatlon of why. At a minimum, a complete stom wator management plan sutxni d includos
a workshoot for each BMP, design calculations, plans and spocificatlons showing all BMPs and outiet str iazo data:, a doWW
drainage plan and a fully executed operation and nu*tenanco agreement An Incompleto submittal package will result Er a request for
additional information and will substantially delay final review and approval of the project
Avolic,onts Initials
ST Leval spreader 13 at !oast 131 per ds for thick ground cover or grass or 100 R per cfs In canopied forest with loaf
litter.
S 1? Pre-Form Scour Holes are on flat slopes only
ST" No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is spodflod (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip l hydraulically and spatially separate from the bypass
disdasugo.
No strucdunes am located in protected buffers.
Plan details fortho bypass and outlets are provided.
Tho operation and maintenance agreement includes annual erosion and vegetation repair.
Tho operation and malntonarim agreement signed and notarized by to responsible party b provided.
Level spreaders in series can be used on slopes of up to 15% In forested areas with leaf littler cover or on slopes of up to 25% In areas
with thick ground cover or grx3 If designed according to the Draft Level Spreader Design Option Document This potentiapy requires a
minor varionco in protected buffer crow. In any event the second level spreader cannot be locatod In Zone 1 of a p utoctod buffer area.
DWQ Projed No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Nam: GARZi-so?J S0Dp,
Contact Person: rt o Fk O 7'6F Lr Phone Number. ( 91 9 ) 't 11 - t,.Yss-'
Level Spreader ID:a3
Level Spreader Length Z. it.
Drainage Area o. ac.
Impervious Area D . S ac.
Maximum Filter Strip/Buffer Slope %
grass
Max. Disd=go from a 10 Year Stem /. G 2 cis
Max. Disdlargo to Level Spreader /, & Z cis
Filter Strip/Buffer Vegetation ep Q A SS
(pcrpcnftlar to flow)
(on-sito and off-site dr&ago to the level spreader)
(on-silo rand offfsito driago to the level spreeador)
(6% for forested, leaf tattier cover, 8% for thick growd cover).
(thick ground cover or gross, canopied forest with lo?f R r
groundcover)
Pro-treatment or Bypass Method ze F_ -T efATA E?J 'r
If. REQUIRED iTF11S CHECKLIST
Initial In the space provided to indicate the following design requirements have been met and supporting documentation is rdtach d. If a
roquiromont has not boon not, attadr an o y1anation of why. At a minimum, a comploto stDMVr er management plan submittal indude3
a >!ua ldot for oath BMP, design calculations, plans and spoa xat3ons Shouting ati 13M and outlet sLudu 0 do A a detailed
drainago plan and a fully executed operation and maintenanco agreement. An Incomplete submittal package will result h a request for
additional Information and vAll substantially delay final Wow and approval of the project.
Armliconts Inttials
rt' Love! spreader 13 at loast 13 ft. pot cis for thick ground coves or grass or 100 it per cf3 In canoptod !rest YA leaf
Idor.
Pro-Form Scour Holes are on flat slopes only
5 No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method 13 specified (if applicable) and plan de13113 and ca!cuhlons are provided
Dischargo to level spreader and subsequent filter strip Is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
Tho operation and maintenance agreement includes annual erosion and vegetation repair.
Tho oporation and maintenance agreement signed and notarized by the responsible party 13 provided.
' Level spreaders in series can be used on slopes of up to 15% In forested areas %ith leaf littler cover or on slopes of up to 25% In areas
Kith thick ground cover or g=s If designed according to the Draft Level Spreader Design Option Document This potcntiallyy roquires a
minor variance in protected buffer areas. In any event the second level spreader c=ot be W =4-d in Zono 1 of a pnoaxtod buffer arca.
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL. SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the fogowing information):
Project Name : G AR,e1SQ,J S u8 b .
Contact Pcrson: So Ek iJ Tr r-, L- Phone Number. (_911 1 7 7 f -1,6T
Level Spreader ID: jL4
Level Spreader Length 9 ft
Drainage Area 0.2 ac.
Impervious Area . Z ac.
Maximum Fitter StriplBuffor Slope
grass
Max. Discharge from a 10 Year Storm D, (S cfs
Max. Dis =go to Level Spreader 0, (o S cfs
Filter Strip/Buffor Vegetation /., P ASS
(perpendicular to flow)
(on-site and off-situ drainage to the level spreader)
(on-site and off-sito drainage to the level spreader)
(6% for forested, leaf Mor cover, 8% for thick groin cover)'
(thick ground cover or grass, canopied forc.{t with Icof Guar
groundcover)
Pro-troabmment or Bypass Method ee C -7 eEh I-6r it
REQUIRED ITEMS CHECKLIST
Initial In the space provided to indicate the following design roquiroments have been mot and supporting documentation Is cached. If a
roqukomont has not boon mot, attach on explanation of why. At a minimum, a complete stormvrator management plan subOttai includes
a woofthoot for each BMP, design calculations, plans and spodfications dwWjg aA BM and outlet structure, d& ,A a detailed
drainage plan and a fully executed operation and maintenance agreement. An Incomplete submittal package wig molt Li a request for
additional Inffonnation and will substantially delay final review and approval of the projoct.
Aoollconts Initials
TT- Level spreader is at bast 131 per cis for thick ground cover or grxs or 100 ft per cfs in carwptod forest with feat
Mr.
T r Pro-Form Scour Holes are on flat slopes only
zT No structures are located in protected buffers'
If bypass method specified In the Draft Level Spreader Design Option Document:
Bypass method Is spodfiod (if applicable) and plan details and calculations are provided
pischargo to level spreader and subsequent filter strip b hydraulically and spatially sepamto from the bypass
dlsdmarge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenanco agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsib!o party Is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass N designed according to the Draft Level Spreader Design Option Docunont. This potwtially requires a
minx variance in protected buffer areas. In any event the second level sproa dor cannot be located In Zone 1 of a protected buffer area.
DWQ Project No.
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (pieaso complete the following information):
Project Name : I o v
Contact Person: -To ti 0 T5151 _ Phono Number. (1/f I - S
Level Spreader ID: it S
Level Spreader Length 361 fL
Drainage Area 17 . $ ac.
Impervious Area , 0-5 ac.
Maximum Filter Strip/Buffer Slope & %
9=3
Max. Discharge from a 10 Year Storm 2--2s- cfs
Max. Discharge to Level Spreader Z. '7 S- cfs
Filter Strip/Buffer Vogotation 4 r? P•-,-S
(perpendicular to flew)
(on-site and off-slto drainago to the level spn:ador)
(on-sito and off-site dawge to the level spreader)
(6% for forested, Ieaf tattier cover, 8% for thick grorrd cover)'
(thick ground cover or grass, canopied forest vAth loaf fitter
groundcover)
Pro-treatmontor Bypass Method C2E-T,915.0 FJ T
REQUIRED ITEMS CHECKLIST
Initial In the space provided to indicate the following design requirements have bccn met and supporting documentation Is ettacred. If a
roqukomont has not been mot, attach an explanation of why. At a minimum, a complete stormvraber management plan submittal irndudos
a workshoot for each BMP, design calariations, plans and : peafications showing all BM and ouW structure doh, a defa!W
drainage plan and a fully executed operation and maintenance agreement An Incomplete submittal package will r=ft H a request for
additional information and will substantially delay final rWovr and approval of the project.
Aaoliconts initials
T7T7 Lovol sproador IS at least 13 ft. per cfs for thick ground cover or grass or 1 DO f t per cfs in canopied forest with Ieaf
litter.
S f Pre-Form Scour Holes are on flat slopes only
T No structures are located in protected buffers'
If bypass method specified In the Draft Level Spreader Design Option Document
Bypass method Is specified (it applicable) and plan details and calculations are provided
Dischargo to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discl=go.
No structures are located in protected buffers.
Plan details fortlhe bypass and outlets are provided.
The operation sand maintenance agrooment Includes annual erosion and vegetation mpaIr.
Tho operation and maintenance agreement signed and notarized by the responsible party 13 provided.
Level spreaders in series can be used on slopes of up to 15% In forosWd areas with loaf littler cover or on slopes of up to 25% In areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document This poteni* requires a
minor vatianco in protected buffer Treas. In any event the second level spreader cannot be loca+ d In Zone 1 of a protected buffer urea.
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
I. PROJECT INFORMATION (pleaso complete the following information):
Project Nam: 4AeP1s0,0 _wilp,
Contact Person: 3'dtA rJ 7-6E L- Phone Number. 1)119 - IBSS
Level Spreader ID::?t
Level Sproader Length I `? I it.
Drainage Area ac.
Impervious Area X.
Maximum Filter Strip/Buffer Slope l0 %
grziss
Max. D'rsdiargo from a 10 Year Storm !q cis
Max. Dischurgo to Lovel Sproader 19. li cfs
Fifter SbiplBuffor Vegetation r BASS
(perpendicular to flow)
(on-sito and off-silo drainage to the level spreader)
(on-site and off-sito drainage to the level spreader)
(6% for forested, loaf Gttior cover, 8% for thick grouid cover)'
(thick ground cover or grass, canopied forest with fo5f lifer
groundcover)
Pro-troatmont or Bypass Method , P e5-,rev T r)A)
11. REQUIRED iTE61S CHECKLIST
Initial In the space provided to lndicats the following design roquirw=ts have been mot and supporting documentation Is Aached. Na
roqulromont has not boon mot, attach an explanation of why. At a minimum, a completo sborrimbor management plan sut induces
a wakshoet for each BMP, design Baru, plains and spoafications shouting aU BMPS and outlet structure doh, a detailed
drainage plan and a fully executed operation and maintenance ogroomont An Incomplote submittal package will r=k h a request for
additional information and %il subsIantiafy delay final roview and approval of the project.
Applicants Initials_
TT Loved spreader 13 at bast 131 per cfs for thick ground cover or grays or 100 ft per cis In canopied trod with leaf
litter.
S'r Pre-Form Scour Holes are on flat slopes only
T't, No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method IS spadfied (if applicable) and plan details and calarlations are provided
Discharge to level spreader and subsequent filter strip b hydraulically and spatially separate from tho bypass
discfhargo.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party 13 provided.
Level spreaders in caries can be used on slopes of up to 15% In forested areas vr:th leaf fiver cover or on slopes of up to 25% in areas
vvith thick ground cover or grass ft designed according to the Draft Level Spreader Design Option Document, Thi3 pots ntlally requires a
minor varfanoo in protected buffer areas. In any event the second level spreader cannot be bcct,^d In Zone 1 of a protocbod buffer rrca.
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
L PROJECT INFORMATION (pleaso complete the following information):
Project Name : C? R R>? Iso,? $ va D
Contad Person: Twfk) rCEL, Phone Number. (9i9 1 `7 ?9-/f3SS'
Level Spreader ID%1? -j
Level Spreader Length 4 it
Drainago Area ac.
Impervious Area X.
Maximum Filter Strip/Buffer Slope %
grass
Max. Dischargo from a 10 Year Storm 11"o cis
Max. Discharge to Lovol Spreader 11.0 cis
Filter StripBuffor Vegetation G e ASS
(perpendicular to flow)
(on-sft3 and off-situ dminago to the level spreader?
(on-sito and off-sito dr&ago to the level zproadel
(6% for forted, leaf littler cover, 8% for thick gmutd cover)'
(thick ground cover or grass, canopied forest with kof litter
groundcover)
Pro-troatrnontor Bypass Method Poe--TaA'(P1Cn T'
REQUIRED ITEMS CHECKLIST
Initial In the space provided to indicate the following design roquiromonts have been met and supporting documentation is Awhod. It a
mqukemont has not boon mot, attach an explanation of why. At a minimum, a complete stormvator management plan submttal Includes
a wofthod for each BMP, doslgn calaulatlons, plans and spedficatIons shoWiV an BMPs and outlet strueturo dobb, a detailed
drainage plan and a fully executed opomilon and maintonarco agreement An incompleto submittal package win r=ft Li a roquost for
additional information and Wil substantially delay final review and approval of the projoct.
Apollconts Initials
s'f Level sproador ki at least 13 it. per cis for thick ground coves or grass or 100 ft per cis In canopied forest with loaf
litter.
7 T Pro-Form Scour Holes are on flat slopes only
5 f No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass mothod is specified (if applicable) and plan details and calculations ore provided
Discharge to level spreader and subsequent filter strip Is hydrouncally and spatially separate from the bypass
discharge.
No structures are located in protodod buffers.
Plan dotails fortho bypass and outlets are provided.
Tho operation and maintenance agreement includes annual erosion and vegetation repair.
Tho operation and maintenanco agroomont signed and notarized by the rasponrlble party Is provided.
Level spreaders In wrios caret be used on slopes of up to 15% In forested area r with leaf littler cover or on slopes of up to 25% in arras
with thick ground cover or grass If designed according to the Draft Level Spreader Design Option Document This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader carmrot bo Ioc&W In Zone 1 of a protected buffer area.
P48 gyp( vQ i /„?// IVY /IU ?!/r ?f AFL+,A UUHLICH1vuLL'
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Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. O U- 1 3 9 3
(if anv narticular item is not aoolicable to this proiect, 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:
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: ?
II. Applicant Information
R,=@r,=0W5 p
Owner/Applicant Information S E P 2 1 2006
Name: S?Ft/E sIj/P tJ Rs t4
Mailing Address: 26 SN 1,00 45 R QM L16 ai'ttt, WATr_ MttAt?
t-
6A2.0152.4,,J.4. Z7 s29
Telephone Number: J h9-lf3.SS Fax Number: 7 9- / ?6
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: S1rx)gt2T-ef_0cr0
Company Affiliation: ?E.2
Mailing Address: 119 GKAPAUOKC pnAn
b Lgl«1 f 1 J. C Z-&0_1
Telephone Number: 7'19-19Ss Fax Number: I'll-14,61
E-mail Address: ?ohnash h??1 G YANoD.406
Page 5 of 12
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: GA RRlso N
2. T.I.P. Project Number or State Project Number (NCDOT Only): 0/ a.
3. Property Identification Number (Tax PIN): 0646-(,3- b Z09
4. Location
County: k NkF Nearest Town: Tn u or Mo i v sP2n,2GS
Subdivision name (include phase/lot number): GAR2isox) i / IV LoTs
Directions to site (include road numbers/names, landmarks, etc.):
L.o AYFD OFF o? ptoi5y Ca2our (imoo eD 6e,to1101 Sooo' -souTN-
n r- PwaVy- FF ey P-1) IPT-EesEcTto, J ,
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): ON °W
6. Property size (acres): :!!H.f k lk r- .
7. Name of nearest receiving body of water:
8. River Basin: 0FV.S E
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at littp://li2o.etir.stite.iic.us/,idiiiiii/iiiaps.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: WooeEp d- 9ALL0t,)
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
LAOo u5E fROMSEp To QE KESIDE0116t. TYPE of J?QYIPIIC,Ul-
TD 106LUAE AQ1,(- DD4E2 &OhD104 210 NOD Tr-AC-V- 140r.
11. Explain the purpose of the proposed work: To Fitt m./-) Bhp, o
P2oPo5Eb 1?OAtY
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. N 6 R 1z e) D S g3 7
?Lu el-IJ12613-)
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.
b noE:
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
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: RESimEgr)AC, 40ANJAY
czoS_W(. t?mi n2- i,l^ or-,$745E46 Tr"pAG1" ALJp A yeoPoSCO GIFT --f
Page 7 of 12
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
senamtely list impacts due to both structure and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
(yes/no) Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)
?t-I (PE F??I- o EsT?o Oa '_' 0 S
2 L1Fr$TAT14J FILL ryprST15 YC5 0,14

T
Total Wetland Impact (acres) 0.29 Ne
3. List the total acreage (estimated) of all existing wetlands on the property: 9.5 A e.,
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
L- t3 A-00- cetfk PIPE fILL PUEOPIAL Sr' 12 .01

Total Stream Impact (by length and acreage)
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. dredcine, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
indicate on ma Name of Watcrbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres

Total Open Water Impact (acres)
Page 8 of 12
List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): '01
Wetland Impact (acres : o .2
Open Water Impact acres :
Total Impact to Waters of the U.S. (acres)
Total Stream Impact linear feet : 112
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.
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.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
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. 1 o C.J,V o,4 Noa/ aP- AV 4,1
'WAVE ASK Fog -14f LIFTSiA'110J To (3E OnI?20 Ry P(d y6QOdr_1'm9B'_?2D,
Fof TaPO 94ASOAS, litso rt+E,' ARE ArX1,J6 Prolt T Ht eoiNPGrio,') ro THE Na2711'
13 (k.s r,,JS I S Icr rn?eE ?_ LEUe*L SGQEADE/t s t. //LL ??E VSE,O To QgAtleE rrPAC7' -
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.
Page 9 of 12
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
http://li2o.enr.state.nc.us/ncwetlands/strmaide.litml.
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.
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):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
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 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 E 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 5-3 3 (2 for Catawba)
2 -Log S- 1 1.5
Total -74-1-1
' Zone I extends out 30 feet perpendicu
additional 20 feet from the edge of Zone 1.
the top of the near bank of channel; Zone 2 extends an
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
within 15A NCAC 2B .0242 or .0244, or .0260.
Page 1 l of 12
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. 4EE (r?1PFeo?o?s e-AU-13o(N NAIJ:
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.
WO o/GaoLL-1 -51020 GS
XHI. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No 19
Is this an after-the-fact permit application? Yes ? No Z
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:
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
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).
T-7-- Appli t/gent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
Office Use Only: Forni Version March 05
USACE Action ID No. DWQ No. ` 0 6 3 9 3
(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: Nw3 1
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: ?
H. Applicant Information D ? ? ?
D
1. Owner/Applicant Information AUG 2 5 2006
Name: ?Tryg VjlpkJAS4
Mailing Address: 26 su 1POAS P p21 i)6 DENg. wnrEo Q, "LITY
G A 2 ?E? { ,? . Z 7 S2 9 r t00S Af40 ST0fWwktFt MmC.H
Telephone Number: h-19-iASS Fax Number: -7i9-/"/
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: .5T - ulA27- ei?oc ro
Company Affiliation: i5.411?EE2
Mailing Address: 419 CKAPAopKC 4nm)
QALgli 14, Q.4. 2-7(a0
Telephone Number: -7`0- I SSS Fax Number: 711-14? /
E-mail Address: Soh A as h t&_e_ 1 e-YNPDD . 4o6
Page 5 of 12
III. Project Information
5.
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 I1 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 arc provided.
1. Name of project: R RV c, N
2. T.I.P. Project Number or State Project Number (NCDOT Only): n.
3. Property Identification Number (Tax PIN): 0646-63-6 Zo9
4. Location
County: k NkE Nearest Town: Theo or I4o i_Y Speta&_
Subdivision name (include phase/lot number):_ GA(UistW / 9 S GoTs
Directions to site (include road numbers/names, landmarks, etc.):
LOCATFO OFF oh Pn0EY* UovE c,1/M0 PD S,P 110t . 5-000` -30VTN-
o N= AWEV - FE2?y 2.057PT- rcT1OA) ,
Site coordinates (For linear projects, such as a road or utility line,
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): ON
6. Property size (acres): ?q (4 Pi c-
7. Name of nearest receiving body of water:
8. River Basin: ?J EtJS
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://li2o.enr.st ite.nc.us/admen/neaps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: W00060 4- icku)tJ
attach a sheet that
ow
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
LA0o 05E PP-OPOS15D To aE KC-4I0CNTtAI. TYPE of -CQvIPM J7-
TD 10CLUOL 6tLG O'oZEIZ G214n144 PPP Pap T(-Pc-V- 1- or
11. Explain the purpose of the proposed work: To Fl u- .5 asl ?J Ag rA 0
PI? oposrb P O A Q
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. N l Muo O S ?3 7
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.
hinO
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
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: RESro 9rlAL 1COADIIAr
CROL,f,)( UIT4t )12 L,r OF ?ERP1 S>7PA47- ALJo A KOPOSEA GIFT' -f/-AT)-O,,-1
t-) IrV} W(17LAdr1 i ZrMAA?r
Page 7 of 12
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,
r.-4-1- I;cr ;mnnrtc diu- to hnth ctrueture and floodine.
JV LiI I;

Wetland Impact
Site Number
(indicate on map) LV? 1lJL .l.• wv.? ww- ...

Type of Impact ....... ......-_?_ _ _____- __
Type of Wetland

(e.g., forested, marsh,
herbaceous, bog, etc.)
Located within
100-year
Floodplain
(es/no
Distance to
Nearest
Stream
linear feet
Area of
Impact
(acres)
3t- ( IPE FILL o rsTED I co - t q'
2 LiFrsrATloP ,djU o s IF
Yr5

Total Wetland impact (acres) 0, 3 Ne_
3. List the total acreage (estimated) of all existing wetlands on the property: 9.5 Pr-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, multi 1 length X width, then divide b 43,560.
Stream Impact
Number
indicate on ma
Stream Name
Type of Impact
Intermitte ntermitte or
nt? Average
Stream Width
Before Impact Impact
Length
linear feet Area of
Impact
acres
v a ASAt- 42fCk PIPE `ILL PtOEPPIAL S 12 .O I

Total Stream Impact (by length and acreage)
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
till PYrnvntinn rlrodainsr_ flnnding- drainaee. bulkheads, etc.
Open Water Impact
Site Number
indicate on ma Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area
Impact
acres

Total Open Water Impact (acres)
Pane 8 of 12
List the cumulative impact to all Waters of the U.S. resulting from the ro'ect.
Stream Impact (acres): O I
Wetland Impact (acres 0.-13
Open Water Impact acres :
Total Impact to Waters of the U.S. (acres)
Total Stream Impact linear feet : 112
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.
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.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
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. ; o wLi o F Noax rPV,c? 6s
At) f- P.SK Fog -T of LIFTSTA-ilv-/ Tb 116 zoo-20 R7, PINEY '; 2ovf WltDer,J 2D
, ToPo 94A56,JS l-t50 r?+E?' MC AfK1j1G Feat 1`Ht: eoNpreno,) ro THE x;ogyf
(3 (asr?s + SrtrFf,)cE j- LfuEL SO £ADtc2s c?/LL a£ vSEA TO QEAIlc£ _rr'PAC74.
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.
Page 9 of 12
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
http://li2o.enr.state.nc.us/ncNvetlancis/sti-maicle.litml.
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.
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.litm. 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):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
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 f
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 (NEPAISEPA)?
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 213 .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 Z 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.
Impact Required
Zone* r Multiplier n,r,t,...,,:,..,
1 S3 3 (2 for Catawba)
2 7.095' 1.5
Total -74-1.3
Zone 1 extends out 30 feet perpendicular
additional 20 feet from the edge of Zone I.
the top of the near bank of channel; Zone 2 extends an
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
within 15A NCAC 213 .0242 or.0244, or.0260.
Page 11 of 12
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. SEE IMPEryiot)_s e-kLL5 oN PLAr2<
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.
MWO o r-14061-Y seer,JGS
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No 0
Is this an after-the-fact permit application? Yes ? No M
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:
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
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).
r-7 - Appli'cAt'/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. 2 0 0 6 1 3 9 3
(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 Pen-nit from DWQ
401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:
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: ?
II. Applicant Information i 12151,1 15 0 V 12 D
D
1. Owner/Applicant Information AUG 2 5 Z006
Name: : ?f sj/P?.JA54 nENR WAT-E a UTY
Mailing Address: 96 SNIPr ASR P006 "_r-TlAN23RIDVOWYArE DMNCN
GAR?E?,,,,1. G. 27 s29
Telephone Number: -M9-/ASr Fax Number: 7 9-/ ?(2 f
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: 3 xJA(Z7- oc 1'o,P
Company Affiliation: 6?)61 ,)EE2
Mailing Address: -119 C41APA0oKC anAn
QALr1ra4 1,Q. C. 276o 3
Telephone Number: 779-18SS Fax Number: 717-141
E-mail Address: sohAa.4h+ee_l 4-YWDD-4-06
Page 5 of 12
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: GA, RM -so N
2. T.I.P. Project Number or State Project Number (NCDOT Only):_
3. Property Identification Number (Tax PIN): 0646-4,3-&Z
0
4. Location
County: WNkF- Nearest Town: 'fnwo or- h1oLy SPetjisS
Subdivision name (include phase/lot number): GAR2iso,J i / 9 f GoTs
Directions to site (include road numbers/names, landmarks, etc.):
1.ae-A-rF0 pFF d?-' PtOgy" Gfour- WIL&O V-D. S,P. 1)01 . 5-000' .souTH-
o r- AL)ENy- r- 22Y P-b. .Tprre5gerloA) ,
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): ON °W
6. Property size (acres): X1.(4 Ac..
7. Name of nearest receiving body of water:
8. River Basin: 0 Et,S E
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://li2o.enr.state.nc.iis/admin/mails/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: W00060 d- PALLOcJ
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
LAao usE O-OMSED To 06- per-sio?NT1At, TYPE of rQU1P/1LJT"
To INGLUOE L3ULl.. DDZE(z GlUrD144 PAp POD 1Tt'ALk Ro
11. Explain the purpose of the proposed work: To f itu- 0 K,5P-) 8pu5A 0 F::-
P2of!0sED 90A(1
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. 0 S R RD Or--q:31
(I Li cuJoE6 )
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.
WnOE
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
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: RESI1)9j1-IAL iCOAJ)QAY
C2o5S1,24 (JITIA Ill I.P 0;: ?IllfEAP1 3:"AG7- A?)p A peofDSEJ) GIFT- S-1ATIo?
r j jrtk LJI;TLAdl'? f68.86r
Page 7 of 12
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,
«..?,.i.. 1;,+;rv.n - rlrln tr% tenth ctrl,ctnre and flondinLT,
au Lwa

Wetland Impact
Site Number
(indicate on map) koI IIJL 1111 UVW uuv .v

Type of Impact vv..• »»-- -- --- ___
T e of Wetland
yp
(e.g., forested, marsh,
herbaceous, bog, etc.)
Located within
100-year
Floodplar
(cs/no
Distance to
Nearest
Stream
linear feet
Area of
Impact
(acres)
?t- IpE FIJI- o ESTIE Q co - O S
2 LIFT bTAT1O1J F/ILL o s E 4-100- 0,58

Total Wetland Impact (acres) pL,
3. List the total acreage (estimated) of all existing wetlands on the property: 9.5 10.x.
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
.,,..?+ 1% ;nr.1-lort Tn r 11rnlnte acrenne_ tnnitinly leneth X width, then divide by 43,560.
I11UJL U
Stream Impact
Number
indicate on ma V 111N1 ULavu. av

Stream Name

Type of Impact
----' ?' ------
Perennial or
-- - ---- -- -
Intermittent?
Average
Stream Width
Before Impact
Impact
Length
linear feet
Area of
Impact
acres
u (ASM- GeeEk PIPI: fIGI. PERENNIAL S 12 .OI

Total Stream Impact (by length and acreage)
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
r11 4- rl-r1m;nn flnnrl;nn rlrninnnP- hn1khead.s. etc.
Lill, L/AV
Open Water Impact
Site Number
indicate on ma U?ULl-, -v.. ' a.. ,
Name of Waterbod
(if applicable) y

Type of Impact
Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.
Area of
Impact
acres

Total Open Water Impact (acres)
Page 8 of 12
6
List the cumulative impact to all Waters of the U.S. resulting from the project
Stream Impact (acres): 01
Wetland Impact (acres : 0 . -1
Open Water Impact acres :
Total Impact to Waters of the U.S. (acres)
Total Stream Impact linear feet): 112
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes M 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.
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.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
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. 1 o w" o F Poet.- r1pOy-1 GS
1.,IAUE A.SK Fog 145 L11:TSTATIOJ To OF- .0n,.1P MY P(dEY ce00E t?rGDe?RD
e i-ie ",LSD r'tC? Atr ,Kl ie 900? 7-Pe- /n ,)PEzrinJ ro THE og-ra
epe i
nv 1r-n
IL ? pr
?
(3AS l,,Js S10- Ed4E 4- LEUEL $PfeA0fR.S F-£ US40 TO f,091--,r -r('AAC7-'J,
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.
Page 9 of 12
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
http•//h2o enr State.nc.us/iicNvetlands/strm,,?ide.litml.
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.
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 littL//112o.enr.st ite.nc.us/wrn/index.litm. 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):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
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 (federaUstate) 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 (NEPAISEPA)?
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 N
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 )? Yes 19 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.
F Zone* I Impact I Multiplier I Required
(square feet) Mitigation
I 1 S3 3 (2 for Catawba)
2 2099, 1.5
J Total -741,3
* Zone 1 extends out 30 feet perpendicL
additional 20 feet from the edge of Zone 1.
3.
the top of the near bank
If buffer mitigation is required, please discuss what
Donation of Property, Riparian Buffer Restoration /
Riparian Buffer Restoration Fund). Please attach all
within 15A NCAC 2B .0242 or.0244, or.0260.
; Zone 2 extends an
type of mitigation is proposed (i.e.,
Enhancement, or Payment into the
appropriate information as identified
Page 11 of 12
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. SEE IMPfeoioo_5 e-&Les, on ?tAQ<
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.
TQLJ0 o 1" uoLLy S1'2 U-) G S
XUL Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No Ig
Is this an after-the-fact permit application? Yes ? No M
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://112o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
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
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).
Appli /Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
c?
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o ? 5 ?pp6
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160
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%llAT?
Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
W\vw.sa\v.usace.arnlv.nlil/wetlands/Perm its. htnll.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at \v\v\v.Sa\v.USace.arnly.nlil/Wetlands/Index.11tn1I, or contact one of the field offices
listed on page 3 of this application. The website also lists the responsible project manager for each
county in North Carolina and provides additional information regarding the identification and regulation
of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2o.enr.state.nc.us/nc\vetIands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for General Certifications is not required, provided
that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet should
contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on page 4 of this application) prior to submittal of the application.
Page 1 of 12
Coastal Area Management Act (CAMA) Coordination - If the project occurs in any of North Carolina's
twenty coastal counties (listed on page 4) the applicant should contact the North Carolina Division of
Coastal Management (DCM). DCM will determine whether or not the project is within a designated
Area of Environmental Concern, in which case DCM will act as the lead permitting agency. In such
cases, DCM will require a CAMA Permit and will coordinate the 404/401 Permits.
The applicant may also choose to coordinate with the United States Fish and Wildlife Service to ensure
that the proposed project will have no impact upon any endangered or threatened species or critical
habitat as regulated by the Endangered Species Act, and the State Historic Preservation Office, North
Carolina Department of Cultural Resources to ensure that the proposed project will have no impact upon
any properties listed or eligible for listing on the National Register of Historic Places. Compliance with
these regulations is required to be eligible for any Department of the Army permit. The addresses for
both agencies are listed on page 3 of this application.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office. Upon receipt of an application, the
USACE will determine if the application is complete as soon as possible, not to exceed 30 days. This
PCN form is designed for the convenience of the applicant to address information needs for all USACE
Nationwide, Regional or General permits, as well as information required for State authorizations,
certifications, and coordination. Fully providing the information requested on this form will result in a
complete application for any of the USACE Nationwide, Regional or General permits. To review the
minimum amount of information that must be provided for a complete PCN for each USACE
Nationwide permit, see Condition 13, 67 Fed. Reg. 2090 (Jan. 15, 2002), available at
http://wNvw.usace.armv.mil/inet/functions/cw/cecwo/re.P/2002nwps.pdf. Processing times vary by
permit and begin once the application has been determined to be complete. Please contact the
appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at littl2://li2o.chnr.state.nc.us/nc%vetlands/fees.litml. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 12
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Caldwell Haywood McDowell
US Army Corps of Engineers Alleghany Catawba Henderson Mecklenburg
151 Patton Avenue Ashe Cherokee Iredell Mitchell
Room 208 Avery Clay Jackson Polk
Asheville, NC 28801-5006 Buncombe Cleveland Lincoln Rowan
Telephone: [phone] Burke Gaston Macon Rutherford
Fax: [phone] Cabarrus Graham Madison Stanley
Raleigh Regulatory Field Off ce Alamance Franklin Nash Surry
US Army Corps Of Engineers Caswell Forsyth Northampton Vance
6508 Falls of the Neuse Road Chatham Granville Orange Wake
Suite 120 Davidson Guilford Person Warren
Raleigh, NC 27615 Davie Halifax Randolph Wilkes
Telephone: [phone] Durham Johnston Rockingham Wilson
Fax: [phone] Edgecombe Lee Stokes Yadkin
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Pcrquimans
Wilmington Regulatory Field Office
US Army Corps Of Engineers
Post Office Box 1890
Wilmington, NC 28402-1890
Telephone: [phone]
Fax: [phone]
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
US Fis
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
Anson Duplin Onslow
Bladcn Harnett Pender
Brunswick Hoke Richmond
Carteret Montgomery Robeson
Columbus Moore Sampson
Cumberland New Hanover Scotland
North Carolina State Agencies
Division of Water Quality
Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699-1652
Telephone: [phone]
Fax: [phone]
h and Wildlife Service / National N
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
Pitt
Tyrrell
Washington
Wayne
Swain
Transylvania
Union
Watauga
Yancey
*Croatan National Forest Only
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
[arine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
Page 3 of 12
CAMA and NC Coastal Counties
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlcwild Road Ashe Mitchell Wilkes
Kerncrsville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
APPLICATION FORM BEGINS ON PAGE 5. PLEASE DO NOT SUBMIT PAGES 1- 4.
Page 4 of 12
LEVEL SPREADER OPERATION AND MAINTENANCE AGREEMENT
The level spreader is deflned as an elongated, level threshold, designed to diffuse stormwater runoff. O
O
Maintenance activities shall be performed as follows: 6)
1. After construction and until vegetation has been established, level spreader(s) shall be inspected after
every rainfall. Thereafter, level spreader(s) shall be inspected at least every month and more O
0
frequently during the fall season and after heavy rainfall events:
a. Accumulated sediment, leaves, and trash shall be removed, and repairs made if required. O
b. Inspect level spreader(s) for evidence of scour, undercutting, settlement of the structure, and
concentrated flows downhill from the level spreader(s).
c. A level elevation shall be maintained across the entire flow-spreading structure at all times.
Repair or replace the level spreader if it is damaged.
d. Mow vegetative cover to a height of six (6) inches and prune plants if they cover over half of the
level spreader surface.
e. Repair eroded areas and replace/replant dead or damaged vegetation.
2. The contractor should avoid the placement of any material on and prevent construction traffic across
the structure. If the measure is damaged by construction traffic, it shall be repaired immediately.
3. Inspect and repair the collection system (e.g., catch basins, pipes, swales, riprap) four (4) times a year
to maintain proper functioning.
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance
procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to
the system or responsible party.
P
S
D
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
of /JaA-' , a Notary Public for the State of
County of tyarlu- , do hereby certify that ?. ?,E?,/e_ 1?{t.?r? wti,.?.
personally appeared before me this 4 ?'4-day of t.L<4</3_j_ Q no , , and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and
official seal,
1A '
. ?QQ' s
NoTARC `E
CCOOttU...
Art,
SEAL
Au ? 2 ? '1,006
o?;vi;'1d ?o N+BRNZ"
?z'E1?N?93 At
My commission expires y ,?s ,20/o
Page 1 of l
Print name: sTrUE SIt/Pc?ASi?-
Title: f L)pf:e ?beU>'LDPE2
Address: Q (.o SNi PrUasH Uwe-
DWQ Ned No.
DIVISION OF WATER QUALITY - LEVEL. SPREADER WORKSHEET
1. PROJECT
Project Name :
Contad Person:
(ploase complete the following information):
,,Io",j TEFL Phone Number:
Level Spreader 10:
Level Spreader Length
Drainage Area
Impervious Area
Maximum Filter Strip/Buffer Slope
grass
ft.
0-7- CC.
0.7- X.
41 %
Max. Disctargo from a 10 Year Storm D cfs
Max. Dlscrargo to Level Spreader . ( 5, cis
Filter Strip/Buffer Vegetation 2A,4 S
Pro-troatmontor Bypass Method pP _Tr,5ArnE,?T
REQUIRED ITEMS CHECKLIST
(perpendicular to flow)
(on-site and off -site drainage to tho level spreader)
(on-site and off-situ drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover).
(thick ground cover or grass, canopied forest with kpf rder
groundcover)
Initial in the zpaco provided to indicate the following design requirements have been met and supporting docunwritation Is *ached. If a
roquiromert has not boon mot, attach an explanation of why. At a minimum, a complete storrmater management plan submittal h1dW03
a wofthoot for each BMP, design calculaflons, plans and specifications showing rJ BM and outlet structure detai~s, a detailed
drainage plan and a fully executed operation and maintenance agroemont. An incomplete submittal package will r=ft in a request for
additional information and Will substantlally delay final review and approval of the project.
Applicants Initials
L.ovol spreader Is at !oast 131 per ds for thick ground cover or grass or 100 R per ds In canoplod forest with leaf
litter. .
-T T, Pro-Form Scour Holes are on flat slopes only
s No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations ore provided
Discharge to level spreader and subsequent filter strip IS hydrauQcally and spatially separate from the bypass
dis-logo.
No structures are located in protected buffers.
Plan details fortho bypass and outlets are provided.
The operation r:nd mrahtenarrce agreement includes annual erosion and vegetation repair.
The oporation cnd maintenance agreement signod and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with loaf Gtilor cover or on slopes of up to 25% in arras
with thick ground cover or grass If dosigned according to the Draft Level Spreader Design Opllon Document This potentially requires a
minor varianoo in protected buffer areas. In any event the second level spreader cannot be located In Zone 1 of a protected buffer area.
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name
Contact Person: ?5n K o rE L Phone Numbrs 7 '1 - 9s
Level Spreader ID:,t 2
Level Spreader Length 33 it
Orainago kw 0-1 ac.
Impervious Area 4Q, 13 CC.
Maximum Filter Strip/Buffor Slope %
grass
Max. Disdmrgo from a 10 Year Storm 2-17- cfs
Max. Discharge to Level Spreader 2.4 2 cis
Fiftor Strip/Buffer Vegetation &,e A S S
(perpendicular to flow)
(on-sito and off site drainage to the bvol spreader)
(on-site and off-site drainnago to the level spreader)
(6% for forested, leaf littler cover, 8% for thick growd cover).
(thick ground cover or grass, canopied forest v th Imf litter
groundcover)
Pro-t wbmnt or Bypass Method PR E -T2 FA TI1 C,'J r
REQUIRED ITBIS CHECKLIST
In'rtiaai in the space provided to indicate the following design roqulm=ta have been met and supporting domun=tatlon Is r ached. ffa
mqulroment has not boon mot, attach an w planation of why. At a minimum, a completo stommitor managemont plan submittal includes
a worlkshoot for each BMP, design calculations, plans and specifications shoudng zll 13MP3 and outlet structwo dota a detailed
drainage plan and a fully exemdod operation and maintenance agmemortt An Incomplete subrrittal package will result in a request for
additional inforrnatlon and will mrbstw l* delay final review and approval of the project.
Aooliksnnts Initials
ST Lovol spreader 13 at bast 13 It. per cfS for thick ground cover or grass or 1 DO tt per cis In carroplcri trod with loaf
litter.
-S1, Pm-Form Scour Holes are on flat slopes only
ST No structures me located in protected buffers'
If bypass method specified In the Drat Level Spreader Design Option Documents
Bypass method Is specified (d appricable) and plan details and calculations are provided
Dischargo to beet spreader and subsequent filtor strip 13 hydraulically and spatially separate from the bypass
dixhargo.
No structures are located In protected buffers.
Plan details for the bypass and outlets are provided.
___:rho operation end maintonance agreement includes annual erosion and vegetation repair.
Tho operation and maintonance agreement signed mid notarized by tho responsibio party is provided.
' Level spreaders in series can be used on slopes of up to 15% In forested areas with leaf Gofer cover or on slopes of up to 25% In mre
with tack ground cover or grass If designed according to the Draft Level Spreader Design Option Document This potenti:.Gy requires a
minor vmianco in protected buffer mm. In any event the second level spreader cannot be locctrd in Zone 1 of a pnstocted butfor area.
DWQ Projed No.
DIVISION OF WATER QUALITY - LEVEL SPREADER i,YORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: 6GA9Z1.500 SvaD, _
Contact Person: Z e kk O 7EE' L? Phono Number. 9 - 0ss'
Level Spreader ID:,,R 3
Level Spreader Length 2 Z ft.
Drdnage Area y. S ac.
(mpW0u3 Area O • S rz.
Maximum Filter Strip/Buffer Slope %
grass
Max. Discharge from a 10 Year Storm /1(17 cfs
Max. Discharge to Level Spreader /1 G Z cis
Filter StripBuffor Vegetation 6? Q A bS
(perpendicular to flow)
(on-sib and off sito drainago to the level spreader)
(on-sib sand off-situ draaago to than level spreader) .
(6% for forested, leaf littler cover, 8% for thick ground cover)
(thick ground cover or grass, canopied forest with kaf utter
groundcover)
Pro-troatmont or Bypass Method ?2 t= 'T erAT111 EIJ'r
REQUIRED ITEMS CHECKLIST
Initial In the space provided to Indicate the following design requirements have bccn met and supporting documentation IS Aochod. If a
roqukumont has not boon mot, aft ich an ea¢afanation of why. At a minimum, a complete stommator management plan sutxr>ittal includes
a wvrkshoot for oxh BLIP, design cdagatlons, plans and spodkaflons sho4V zJ BM'3 red outl?ot structure detals, a detailed
drainage plan and a fully executed operation and maintenance agreement An incwmpleto submittal package, w o resuit in a request for
additional Information and will substantk* delay final review and rapprovai of the projocL
Awlicants Initials
r1' Level spreader 13 at least 13 IL per d3 for thick ground covor or gras3 or 100 ft per cfs In canopled forest with leaf
littor.
T" Pro-f=orm Scour Holes are on Oct slopos only
5 No structures are located in protected buffors'
If bypass method specified In the Draft Level Spreader Design Option Document:
Bypass method Is specified (d appticablo) and plan details and calculations rare provided
Dtxhargo to level spreader and subsequent filter strip Is hydraulically and spatially separato from the bypass
discharge.
No structures are located In protected buffers.
Plan detrrl3 fordv bypass and outlets are provided.
The operation red maintenance agreement includes annual erosion and vegetation ropak.
The, operation and maintenance ogreement signed and nob hod by the responsible party Is provided.
' Level sproadcrs In series can be, used on slopes of up to 15% in forested areas with loaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass If designed according to the Draft Level Spreader Design Option Document This potentialiy requires a
minor varlanoo in protected buffer areas. In any event the second level sprcador carrot be locctd in Zone 1 of a probctod buffer area
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name ; 6ARelSoJ S u8 b .
Contact Person: So kJ T r I Phone Number. - S
Level Spreader ID::?. 4
Level Spreader Length 9 ft
Drainage Area D . 2 ac.
Impervious Area 0. Z- CC.
Maximum Filter StriplBuffor Slope %
9=3
Discharge from a 10 Year Storm D. (.f cfs
Max
.
Max. Disc u7go to Level Spreader D . (IS cfs
Filter Strip/Buffer Vegetation /, 2ASS
(perpendiculzr to flow)
(on-sib and off-sits drainage to ft level spreader)
(on-site and off-sito drainage to the lovel spreader)
(6% for forested, leaf littler cover, 8% for thick growl cover)'
(thick ground cover or grass, canopied forest with k0 Idtor
groundcover)
Pro-troatmant or Bypass Method Pet: -T eEcA tr?6,,'f'
REQUIRED ITEMS CHECKLIST
lnidW in the space provided to indicate the following design roqulroments have been met and vipporting documentation Is slached. ff a
roquLomont has not boon mot, attach an wylanatfon of why. At a minimum, a complete stomwr&r management plan submittal includes
a workshoot for each BMP, design calculations, plans and spocificaflons shoving all BMPs and outiA sbucisue detVA a dowed
drainage plan and a fully oxocutod operation and mathtonance agreement. An Incomplote submittal package Wo result In a request for
additional information and will substantially delay final review and approval of the project.
Aoolicants initials
TT- Level spreader Is at least 13 It. per cls for thick ground coves or grass or 100 ft per cls In =wpled rest with leaf
litter.
-r T- Pro-Form Scour Holes are on flat slopes only
zr No structures are located in protected buffers'
If bypass method spocified in the Draft Level Spreader Design Option Document:
Bypass method Is specified (d applicable) and plan detalls and calculations are provided
Discharge to loves spreader and subsequent filter strip 13 hydraulically and spatially separate from the bypass
discharge.
No structures are locatod in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and ma;ntonanco agreement Includes annual erosion and vegetation ropalr.
Tho operation end maintenance agroomont signed and notarized by tho responsible party 13 provided.
• Level spreaders in series can be used on slopes of up to 15% In forested areas with leaf hiller cover or on slopes of up to 25% in areas
with thick ground cover or grans If designed according to the Draft Level Spreader Design Option Document ThI3 potondcOy requires a
minor varfanco in protected buffer a=. In any event the second level spreader cannot be bczted In Zone 1 of a protected buffer rxea
DWQ Project No.
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT iNFORGIATION (pie= complete the following information):
Project Name : rrAge(So?J-
Contact Person: -'o H r-? TE I Phono Number. - S
Level Spreader ID: ?tS
Level Spreader Length 1 fL
Drdnago Area 10, ran..
Impervious Area . U X.
Maadnwm Filter Strip/Buffer Slope %
9rass
Max. Discharge from a 10 Year Storm 7 S cfs
Max. Dischargo to Level Spreader 2. ? cis
Filter Strip/Buffer Vegotation o Q PP $S
(perpendicular to flow)
(on-s1ti3 and off-site draw to the level spreader)
(on-sb and off-site drainage to the level spreader)
(6% for forested, leaf tattier cover, 8% for thick ground cover).
(thick ground cover or grass, canopied forest with loaf Mr
groundcover)
Pro-treatmontor Bypass Method zF--Tt'EAT?ti?-)r
REQUIRED ITEMS CHECKLIST
IndW in the space providod to indiab the following design requirements have been met and supporting documentation Is Ozichod. ff a
roquhomont has not boon mot, attach an expfanatlon of why. At a minimum, a complete stommtz management plan submittal Includes
a worlkshod for oach BMP, design calculations, plans and specifications showing al! BH s and outlet structuuo ftas, a detaled
drainage plan and a fully executed operation and maintenance agroom nt An incomplete submittal padkago Wil rorult in a request for
additional information and will subdan=y delay final review and approval of the projoct.
Aaaliconis InTals
T-C Lovol gxuader Is at least 13 R per ds for thick ground cover or grass or 1 DO ft per d3 In canopied forest with loaf
litter.
s T' Pro-Form Scour Holes tine on flat slopes only
T No structures ore located in protected buffers'
If bypass method specified In the Draft Level Spreader Design Option Document:
Bypass method Is specified (if appficablo) and plan details and calculations are provided
Discharge to Jewel spreader and subsequent filter strip 19 hydraulically and spatially separate from the bypass
dscharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets the provided.
The operation and maintenarxo agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party !s provided.
• Level spreaders in series can be used on slopes of up to 15% in forested areas with loaf littler cover or on dopes of up to 25% In areas
with thick ground cover or g=3 If designed according to the Draft Level Spreader Design Option DocumcnL This potentially requires a
minor vmianco in protected buffer areas. In any event the second level sprea for cannot be load in Zone 1 of a pmtoeted button area.
DWQ Projed No.
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION
Project Name :
Contact Person:
Level Spreader ID:
complete the following information):
Phone Number:
Level Spreader Length
Drainage Area
Impaviou3 Area
Maximum Filter StriplBuffor Slope
grass
Max. Discharge from a 10 Year Storm 1,4. cis
Max, Discharge to Level Spreader 14, cfs
Filter Strip/Buffer Vegetation i' 2ASS
(perpendicular to flow)
(on-site and off sito drainage to the level spreader)
(on-d o and off-sito drainage to the level spreader)
(6% for forested, loaf Gttior cover, 8% for thick grand cover)'
IRi ft
CC.
cc.
(thick ground cover or grass, canopied forest with kof Etter
groundcover)
Pro-treatment or Bypass Method ,PPE-TeefATME)T-
REQUIRED ITEMS CHECKLIST
Initial in the space pmvldod to indlubo the following design roquiroments have been met and supporting doarmantation 13 A achod. ff a
roguiremont has not boon mot, aftadr an oxplanation of why. At a minimum, a complete stommwater management plan submittal Includes
a workshod for each BMP, design calculations, plans and spocifratlons showing rA Bh'Ps and ouflot structure d a detailed
dralnago plash and a fully oxomdod operation and maintenance agreement An incomplete submittal package vill result In a roquost for
additional Infonnation and will substantially delay final review and approval of the projocL
Amliconts 1003
ST Love! spreader is at bast 13 It per cfs for thick g=d cover or grams or 1 DO ft per ds in arwpled forest with leaf
litter.
-TT- Pro-Fonn Scour Holes are on flat slopes only
T-r- No structures are located in protected buffers'
If bypass method spot fiod in the Draft Level Spreader Design Option Document:
Bypass method Is specified (if applicable) and plan details and caculstions are provided
Dischargo to level spreader and subsequent filter strip Is hydraulically and spatially separate from the bypass
dischargo.
No structures are located in protected buffers.
Plan details fortho bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the msponsible party is provided.
• Level spreaders in series can be used on slopes of up to 15% In forested areas with leaf Gttlor cover or on slopes of up to 25% in arras
with thick ground cover or grass If designed according to the Draft Level Spreader Design Option Document This potentially requires a
minor variahoo in protected buffer areas. In any event the second level spreader cannot be loccl:d in Zone 1 of a protoctcd buffer area.
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
ProectNam: ,AK21SO.7 $013 0.
Coital Person: Sdhfo TCEr, _ Phone Number. S
Level Spreader ID:.4t -1
Level Spreader Length 4 ft
Drainage Area ac.
Impervious Area ere.
Maximum Filter Strip/Buffer Slope %
grass
Max. Discharge from a 10 Year Storm 11"a cis
Max. Discharge to Level Spreader i (. O cis
Filter Strip/Buffer Vegetation 6 el ASS
(perpendicular to flow)
(on-sit© and off-site drainage to ttxo level spreader)
(on-site and off-site drahago to the level spreader)
(6% for forested, leaf littler cover, 8% for thick growd cover)'
(thick ground cover or grass, canopied forest with kaf Bitter
groundcover)
Pro-troatmontor Bypass Method PQE--TejFA- 1Jr
11. REQUIRED ITEMS CHECKLIST
Initial In the space provided to Indicate the following design requiroments have been met and supporting documentation 13 #ached. ff a
roqukomont has not boon mot, attach an wVlanation of why. At a minimum, a complete storawrator management plan subrnittol includes
a worlkshoot for each BMP, design calculations, plans and specifications shoWiv a3 BW13 and outlet structuro dotA a detailed
drainage plan and a fully executed operation and malntonanco agreement An Incomplete submittal package vr'1 result in a request for
additional Information and Wil subsmnticOy delay final rovknv and opprovJ of the project.
Paafic?nts InTals
-T T- Loyd Weader13 at bast 13 ft per cis for thick ground cover or grass or 100 ft per cfs In c uroptad forest with loaf
litter.
7 T Pro.-Form Scour Holes are on flat slopes only
IT -r No structures am located in protectod buffers'
If bypass method specifrod In the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharger to level spreader and subsequent fitter strip b hydraulically and spatially separate from the bypass
discharge.
No structures are located in proWod buffers.
Plan details forthe bypass and outlets are provided.
The operation and =Interim= agreement Includes annual erosion and vegetation repair.
The operation and maintenanco agreement signed and notarized by the responsible party b provided.
• Level spreaders in series can be used on slopes of up to 15% In forested areas with leaf GtHcr cover or on slopo3 of up to 25% In areas
with thick ground cover or gauss if designed according to the Draft Level Spreader Design Option Do=mnt This potently uy requires a
minor variwoo in protected buffer areas. In any event the second level spreador ccmot be loc ? In Zone 1 of a protected buffer area.
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Office Use Only: Form Version March 05
?_O6 39
USACE Action ID No. DWQ No. Q 1 3
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
1. Check all of the approval(s) requested for this project:
Section 404 Permit ® Riparian or Watershed Buffer Rules f
19 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:
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 h e d'?od? D
D v
II. Applicant Information AUG 2 5 2006
1. Owner/Applicant Information
DENR - ?1AT ER??
Name:_ _!Lr&L CHIP kJAS44
Mailing Address: 26 su i,00A.S14 PoU6
6A9-L)eP- Q.G, z7s7
9
Telephone Number: h79-1PSS Fax Number: 779-/ "I
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: .5rr kJA2r- Pt' oe- r0P
Company Affiliation: E'>Jawi? FZ
Mailing Address: 319 CKAPA?JOKC-: aoAD
RALF/,?R.o Z-7( '-I
Telephone Number: -179-/8SS Fax Number: 779-166/
E-mail Address: ,sohr%ashi'ce_l a Yti9oo.G0P1
Page 5 of 12
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: GA RRI.Sa N
2. T.I.P. Project Number or State Project Number (NCDOT Only): n.
3. Property Identification Number (Tax PIN):Q646-ia3- 6 209
4. Location
County: W KkE- Nearest Town: Tn W U or- 14otL y 5 Plea GS
Subdivision name (include phase/lot number): GA[Zeisc)0 i / R S_ LOTS
Directions to site (include road numbers/names, landmarks, etc.):
L.O?_AYEO DEE o? P106Y GQOVE 021600 2D, ed?,1101 . Sooo` JOL;TN-
c) AuCpT" FEQel 2.IJ. Tr?T-Ep_sEcTrotil ,
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): ON °W
6. Property size (acres): :!Jq,(4 R c. .
7. Name of nearest receiving body of water:
8. River Basin: 0 EV.S 15-
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://li2o.enr.state.nc.us/adnhin/nhalis/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: W00060 4- 4ALL0t )
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
LAJO t,SE PeoposED To QE KC6IDENT1m, TYPE of J tQwPinn)-r
TD 106LuDE AQt L DIOZE(Z GrZroiaG PAd NOD Teak 400
11. Explain the purpose of the proposed work: To Giu. p MP-) AgrA o F:-
PeoposCb POAN
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. 013 R ? D D S- q31
?z u [u?DED )
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.
&2e) OE
VI. Proposed Impacts to Waters of the United Statcs/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
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: RESIogj2r)AL KOA01JA Y
ego Wt
c,?rTH 112 t?? OF r,CEAP1 SfIPAGT ALJo A PLIoPoSEO GIFT 9-1ATowe
r tr?? wr-37LAdr? felPAe r
Page 7 of 12
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,
se aratel list im acts due to both structure and floodin .
Wetland Im act
p
Site Number
(indicate on map)

Type of Impact Type of Wetland

(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
(cs/no ZNcarcst stance to

tream
ear feet Area of
Impact
(acres)
3i- IpE FILL o FST:A co - O S
42- LIFT STATI0IJ al LL D s E

Total Wetland Impact (acres) 3 pL,
3. List the total acreage (estimated) of all existing wetlands on the property: 9 . ? iA .:,
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
mutt hP inrlurlerl_ Tn calculate acreage. multinlv 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
tj v a ASAL GPeE?c P1PE `ILL Pr` 001AL S 1 Z .01

Total Stream Impact (by length and acreage)
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- excavatinn_ dredaina. floodina. drainage, bulkheads, etc.
Open Water Impact
Site Number
indicate on ma Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres

Total Open Water Impact (acres)
Page 8 of 12
6. List the cumulative impact to all Waters of the U.S. resulting from the project
Stream Impact (acres): 01
Wetland Impact (acres : 0.13
Open Water Impact acres :
Total Impact to Waters of the U.S. (acres)
Total Stream impact linear feet : 112
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.
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.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
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. To wo o,4 Home rOPN1 Gs
-,WAUE ASK Fo(Z 74r LiFTSTATtoiJ TO 0E on,.J9 RY PWrY aeOVf w?C0e?RD
F (L TnPO tZEA.sc,J& f"LSO rKEy AJr iyxiii6 gotL 1'Ht CoNPreriot_) ro THE oo2-rlt
(3rA& (jj.5 S icr FE,_?cE 4- LrUeL 5O EAdf2s t,,.'/LL a£ USED To QBOOa£ rrPAcT1 •
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.
Page 9 of 12
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
http://li2o.enr.state.nc.us/ncwetlancls/strmeicle.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.
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.litm. 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):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
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 (NEPAISEPA)?
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
213 .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes Z 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 Multiplier Required
(square feet Mitigation
1 5,3 3 (2 for Catawba)
2 zog d- 1.5
Total -741-3
' 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.
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
within 15A NCAC 2B .0242 or.0244, or.0260.
Page 11 of 12
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. ACC It' PE*Po,ous eA-Le_s oN NAQ
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.
Li k) o l? 14 o LL'Y SPQ t J C S
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (I 5A NCAC 2H .0500) or any Buffer Rules?
Yes ? No 19
Is this an after-the-fact permit application? Yes ? No M
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/11cwetlands. If no, please provide a short narrative description:
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
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).
' -'\7 Appli'et/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12

aDSVETW195
AUG 2 5 2006
DENR - WATER QUALITY
1YETLANDS AND STORttY iA7ER BRAHCN
O?-
ATF9
?? QG
Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
www.saw.usace.armv.m i I/\vetlands/Perm its.htm 1.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at www.saw.usace.army.mil/wetlands/index.html, or contact one of the field offices
listed on page 3 of this application. The website also lists the responsible project manager for each
county in North Carolina and provides additional information regarding the identification and regulation
of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2o.enr.state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for General Certifications is not required, provided
that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet should
contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on page 4 of this application) prior to submittal of the application.
Page 1 of 12
Coastal Area Management Act (CAMA) Coordination - If the project occurs in any of North Carolina's
twenty coastal counties (listed on page 4) the applicant should contact the North Carolina Division of
Coastal Management (DCM). DCM will determine whether or not the project is within a designated
Area of Environmental Concern, in which case DCM will act as the lead permitting agency. In such
cases, DCM will require a CAMA Permit and will coordinate the 404/401 Permits.
The applicant may also choose to coordinate with the United States Fish and Wildlife Service to ensure
that the proposed project will have no impact upon any endangered or threatened species or critical
habitat as regulated by the Endangered Species Act, and the State Historic Preservation Office, North
Carolina Department of Cultural Resources to ensure that the proposed project will have no impact upon
any properties listed or eligible for listing on the National Register of Historic Places. Compliance with
these regulations is required to be eligible for any Department of the Army permit. The addresses for
both agencies are listed on page 3 of this application.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office. Upon receipt of an application, the
USACE will determine if the application is complete as soon as possible, not to exceed 30 days. This
PCN form is designed for the convenience of the applicant to address information needs for all USACE
Nationwide, Regional or General permits, as well as information required for State authorizations,
certifications, and coordination. Fully providing the information requested on this form will result in a
complete application for any of the USACE Nationwide, Regional or General permits. To review the
minimum amount of information that must be provided for a complete PCN for each USACE
Nationwide permit, see Condition 13, 67 Fed. Reg. 2090 (Jan. 15, 2002), available at
http://\vw\v.tisace.arniv.mil/itiet/ftitictiotis/cw/cecwo/rev/2002nwps.pdf. Processing times vary by
permit and begin once the application has been determined to be complete. Please contact the
appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at littp://li2o.ehnr.state.nc.us/nc\vetl Inds/fees.litml. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 12
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Caldwell Haywood McDowell Swain
US Army Corps of Engineers Alleghany Catawba Henderson Mecklenburg Transylvania
151 Patton Avenue Ashe Cherokee Ircdell Mitchell Union
Room 208 Avery Clay Jackson Polk Watauga
Asheville, NC 28801-5006 Buncombe Cleveland Lincoln Rowan Yancey
Telephone: [phone] Burke Gaston Macon Rutherford
Fax: [phone] Cabarrus Graham Madison Stanley
Raleigh Regulatory Field Office Alamance Franklin Nash Surry
US Army Corps Of Engineers Caswell Forsyth Northampton Vance
6508 Falls of the Neuse Road Chatham Granville Orange Wake
Suite 120 Davidson Guilford Person Warren
Raleigh, NC 27615 Davie Halifax Randolph Wilkes
Telephone: [phone] Durham Johnston Rockingham Wilson
Fax: [phone] Edgecombe Lee Stokes Yadkin
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates Martin Washington
Washington, NC 27889-1000 Carteret* Green Pamlico Wayne
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans *Croatan Natio nal Forest Only
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
Division of Water Quality
Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699-1652
Telephone: [phone]
Fax: [phone]
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
US Fish and Wildlife Service / National Marine Fisheries Service
US Fish and Wildlife Service US Fish and Wildlife Service National Marine Fisheries Service
Raleigh Field Office Asheville Field Office Habitat Conservation Division
Post Office Box 33726 160 Zillicoa Street Pivers Island
Raleigh, NC 27636-3726 Asheville, NC 28801 Beaufort, NC 28516
Telephone: [phone] Telephone: [phone] Telephone: [phone]
Page 3 of 12
CAMA and NC Coastal Counties
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bcrtie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquirnans
Telephone: [phone] Camden Dare onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kemcrsville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
APPLICATION FORM BEGINS ON PAGE 5. PLEASE DO NOT SUBMIT PAGES 1- 4.
Page 4 of 12
LEVEL SPREADER OPERATION AND MAINTENANCE AGREEMENT
The level spreader is defined as an elongated, level threshold, designed to diffuse stormwater runoff
Maintenance activities shall be performed as follows:
1. After construction and until vegetation has been established, level spreader(s) shall be inspected after
every rainfall. Thereafter, level spreader(s) shall be inspected at feast every month and more
frequently during the fall season and after heavy rainfall events:
a. Accumulated sediment, leaves, and trash shall be removed, and repairs made if required.
b. Inspect level spreader(s) for evidence of scour, undercutting, settlement of the structure, and
concentrated flows downhill from the level spreader(s).
c. A level elevation shall be maintained across the entire flow-spreading structure at all times.
Repair or replace the level spreader if it is damaged.
d. Mow vegetative cover to a height of six (6) inches and prune plants if they cover over half of the
level spreader surface.
e. Repair eroded areas and replace/replant dead or damaged vegetation.
2. The contractor should avoid the placement of any material on and prevent construction traffic across
the structure. If the measure is damaged by construction traffic, it shall be repaired immediately.
3. Inspect and repair the collection system (e.g., catch basins, pipes, swales, riprap) four (4) times a year
to maintain proper functioning.
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance
procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to
the system or responsible party.
Slt?pc?AS}-?-
Print name: STrvF_
Title:_ou)ol5e l oeur'LoPE2.
Address: q(, SHi Pt.)ASN DewE.
Phon
Sign,
Date
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
I, _ Q&A,,, Ld, (0&1'-. , a Notary Public for the State of 41-n k& County of W&A--., , do hereby certify that ?3k?Iwn4_11
personally appeared before me this 4y-?4-day of Qwo i,_, and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and
official seal,
?uuwuurrru,?,?
Dq
N?TARC
puBl.
.\
COLION
rrrmrmtt
SEAL
D
AUG 2 5 2006
ti DENR - WATER QUFlIiTy
AND STORk5jiTER EUXil
My commission expires y laJ- b-10/0
Page I of 1

O
c5?
L;)
L9
DWQ Project No.
1. PROJECT INFO
Project Nam :
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
(pleaso complete the following information):
Contact Pct-.,on: -sokw TEFL Phone Number.
Level Spreader ID:
Level Spreader Length 9 ft
Dralnags Area D • 2 CC.
Impervious Area 017- ac.
Mahdmum Filter Strip/Buffer Slope l1 %
grass
Max. Distdhargs from a 10 Year Storm O cfs
hoax. Dtschargo to Level Spreader . G 5- cis
Filter Strip/Buffer Vegetation 2A6S
Pro-trealmentor Bypass Method pP " _-rgrATneA?, r
REQUIRED ITEMS CHECKLIST
(perpendlcvlar to flow)
(on-sits and off-situ drainage to the level spreader)
(on-situ and off-situ drahage to the lewd sproador)
(6% for forested, leaf littler cover, 8% for thick g=1 cover).
(thick ground cover or grass, canopied frost with kaf litter
groundcovcr)
Initial In the space provided to indicate the following design requirements have been mot and supporting documentation b dachcd. If a
roqukomont has not boon mot, attach an explanation of why. At a minimum, a complete stommrator management plan submittal includes
a works mot for each BMP, design calculations, plans and spacificatlons shodng rJi BMPs and outlet strucbzo dot0, a detailed
dralnago plan and a fully executed operation and maintenance agreement An Incomplete submittal package will =a Ina request for
additional Information and WO substanUly delay final review and approval of the project
Aaoliconts InIfils
TT' Level sproadorIs at loa 131 per cfs for thick ground cover or 9=s or 100 ft per cis In rwrhopicd forest with leaf
litter.
Pro-Form Scour Holes am on Oct slopes only
S No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if eppficabio) and plan details and calculations are provided
Disohago to level spreader and subsequent f ltor strip 13 hydrwilcally and spatially separate from the bypass
disclMo.
No structures are located in protected buffers.
Plan details fortho bypass and outlets am provided.
The operation end maintenance agreement Includes annual erosion and vegetation repair.
__:rho operation and maintenance agroornont signed and notarized by ft responsible party 13 provided.
' Level spreaders in series can be used on slopes of up to 15% In forested areas with leaf tattier cover or on slopes of up to 25% In arras
with thick ground cover or gears If designed according to the Draft Level Spreader Design Option Docurrent This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader ccnrot be loca od In Zone 1 of a protected buffer area.
OWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : 6AVP1,Snt,2
Contact Person: :S u H o rr . L Phone Number: 7 7 - 9S
Level Spreader ID:4t Z
Level Spreader Length 33 it
Drainage Area 0-1 ac.
Impervious Area 42, 13 ac.
Maximum Filter StripBuffer Slope %
grass
Max. Discharge from a 10 Year Storm 2-q?- cfs
Max. Dischargo to Level Spreader 2.4 'L cfs
Filter Strip/Buffer Vegetation 62 A 5 S
(perpendicular to flow)
(on-sito and off-situ drahago to the level spreader)
(on-silo and off-situ drahago to the level spreader)
(6% for forested, leaf littler cover, 8% for thick groO cover)'
(thick ground cover or grass, canopied forest with a friber
groundcover)
Pro-troatmontor Bypass Method PR E -TCFA Tt1rU7-
REQUIRED ITEMS CHECKLIST
Initial In the spaco provided to Indicate the following design roquiromenb have been nxat and supporting documentation 13 #xhed. If a
toqukomont has not boon mot, attach an o.alanatibn of why. At a minimum, a complete stonnvrater management plan subrMni incude3
a wor)Wwot for each BMP, doslgn calculations, plans and spodficatlons shou:ng zJ BMP3 and outfot strucbuo dew a dotalled
dralnage plan and a fully exocutod operation and maintenance ogroomont An Incomplete submittal package 0 rerun in a request for
additional information and will subvtan=y delay final review and approval of the project
Apoliconts l0als_
ST Level spreader Is at keast 131 per cfs for thick ground cover or 9=s or 100 it per cs in canoplcd forost with loaf
litter.
S 1' Pro-Form Scour Holes are on flat slopes only
ST No structures ore located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document
Bypass method is specified (if applicable) and plan details and calculations are providod
Dischargo to level spreader and subsequent filter strip b hydraulically and spatially separate from th3 bypass
dixhargo.
No structures are located in protedod buffers.
Plan details fortho bypass and outlets are provided.
Tho operation and maintenance agreement includes annual erosion and vegetation rop&
Tho operation and maintenance agreoment signed and notarized by the responsible party b provided.
'Level spreaders in series can be used on slopes of up to 15% In forested areas % ft leaf tattier cover or on slopes of up to 25% In areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document ThI3 potentially requires a
minor variance in proteced buffer areas. In any event the second level spreader cannot be located In Zone 1 of a pmtocted buffer area
DWQ Ned No.
DMSION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: G AUif sor.? s va u,
Contact Person: Zr o N o 7EE L Phone Number.
Loves Spreader ID:.A 3
Level Spreader Length Z %
Drainage Area o. ac.
Impervious Area 0.5- ac.
Maximum Filter Strip/Buffer Slope %
9ras3
Max. Discharge from a 10 Year Storm /. G Z cfs
Max. Discharge to Level Spreader Z cis
Filter Strip/Buffer Vegetation (DR A AS
Pro-treatment or Bypass Method 9C E -7 9A7ni C?JT'
REQUIRED ITEMS CHECKLIST
(porpendicular to flew)
(on-site and off-sb draInago to the level spreader)
(on-stile and off-sito drz- a to the level gxeader)
(6% for forested, leaf Uhler cover, 8% for thick grouid cover).
(thick ground cover or grass, canopied forest with loaf liter
groundcover)
Initial In the space provided to Indicate the following design requirements have been met and supporting documentation Is sbchcd. If a
naquimmont has not boon met, attach an oxlalanatlon of why. At a minimum, a complete stomiwater management plan submittal hxkWos
a worksheat for each BMP, design edculations, plans and specifications shoY&O an BMPs and outlet sbucbsu det O, a detailed
drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package will r=a In a request for
additional Information and Wil substantially delay final review and approval of the pro)oct
Aooiloents Initials
rT Level spreader b at least 131 per cfs for thick ground cover or grxs or 100 ft per cfs In canopied lorost with loaf
litter.
___Pro-form Scour Holes are on flat slopes only
5 No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip b hydraulically and spatially separate from the bypass
discharge.
No ctrucWres are located in protected buffers.
Ptah doUI3 for the bypass and outlets are provided.
The operation and maintenanco agreement includes annual croslon and vegetation ropak.
The operation and maintenance agroemont signod and notarized by the responsible party Is provided.
' Level spreaders in series can be used on slopes of up to 15% In forested areas %ith leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass If designed according to the Draft Lovol Spreader Design Option Docarnont This potentially requires a
minor vctanco in protected buffer areas. In any event the second level sp vWor cannot be bc;:!cd In Zone 1 of a protoctod buffer area.
DWQ Ned No.
DMSION OF WATER QUALITY • LEVEL. SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: Aie2lsoO SuOQ .
Contact Person: So uW Phono Number.
Level Spreader I1)::?.,4
Level Spreader Length R %
Drainage Area o . 2 ac.
Impervious Area X.
Ma)dmum Filter Strip/Buffer Slope %
9rass
Max. Disctrarrje from a 10 Year Storm D. GS cis
Max. Discharge to Level Spreader o . ro S cis
Filter Strip/Buffer Vegetation 4 EASS
(perpend'xxular to flow)
(on-stto and off-situ drainage to the level spreader)
(on-sito and off-situ drainage to the level ?xooder)
(6% for forested, loaf littler cover, 8% for thick grwd ceverp
(thick ground cover or grass, canopied forest with lest lifter
groundcover)
Pro-tmatmont or Bypass Method re C- -T eEh rrht,J'i'
11. REQUIRED ITEMS CHECKLIST
Initial In the space provided to Indicate the following design roquiroments have been met sand supporting documentation 13 tttached. If a
roquimmont has not boon met, adoch an eiTlanation of why. At a minimum, a complete stomrvater management plan submittal includes
a workshoot for each BMP, design calculations, plans and spocificatloons shoWN all BMPs and outlet struduro dotal, a detailed
drainage plan and a fully oxecuted operation and malntonanco agreement An Incomplete submittal package %64 result in a request for
additional information and will substantially delay final review and approval of the projoct.
Amlicents Initials
S i Level gxoader Is at least 1311. per cfs for thick ground cover or grass or 1 DO ft per cis In canoplod bast YM leaf
litter.
-r r Pro-Form Scour Holes are on flat slopes only
37- No structures rye located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method Is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip 13 hydraulically and spatially separato from the bypass
disclrargo.
No structures are located in protected buffers.
Plan details for the bypass and outlets am provided.
The operation and matntonanco agreement Includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party 13 provided.
• Level spreaders in series can be used on slopes of up to 15% in forested areas Wth leaf littler cover or on slopes of up to 25% in areas
with tack ground cover or grass If designed according to the Draft Level Spreader Design Option Document ThI3 potenti* requires a
minor variareo in protected buffer aroas. In any event the second level spreader carrot be located In Zone 1 of a protadod buffer are=.
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL. SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : e;AgAfo?,) v
S
Contact Person: So ti ?) TE F Phone Number. 1q-19
Level Spreader ID: ttS
Level Spreader Length it
Drainago Area ac.
Impervious Area . D S X.
Maximum Filter StripiBuffor Slope
grass
Max. Discharge from a 10 Year Storm ? S cfs
Max. Discharge to Level Sproador 2. -7 S- cis
Filter Strip/BufferVegetation 1', r? P', -,,-$
(perpendicular to flew)
(on-dto and off-sito dra.nago to 04 level spreader)
(on-site ad off-site dr?ago to the level spreader)
(6% for fomstod, Loaf littler cover, 8% for thick groux cover)'
(thick ground cover or grass, canopied forest vrith laf litter
groundcover)
Pre-tmatmontor Bypass Method , CM-TQEATr`1 rJT-
REQUIRED ITEMS CHECKLIST
IriM in the space provided to indicate the foflowing design roquiromarits have been met and supporting docunnrntctton 13 40chod. tf a
roqubomont has not boon mot, attach an explanation of why. At a minimum, a complete stormTauter management plum submlttal induces
a waks-hoot for each BMP, design kdcllatfow, plans and :.poafications showing Z3 BM and outlet structure detkLs, a detailed
drainage plan and a fully exoculad operation and maintenance agreement. An Incompleto submittal package will r=,It In a request for
additional infermatlon and will substantially delay final Wow and approval of the projoct.
Applicants Initinls
Level p&der J 3 at bast 13 ft per cf3 for thick ground cover or grass or I DO R per cis in canoptod farost with leaf
litfor.
s T Pro-Form Scour Holes are on flat slopes only
-T I- No structures are located in protected buffers'
It bypass method specified in the Draft Level Spreader Design Option Doc mernb
Bypass method is specified (if cppflcable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip Is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details fortho bypass and outlets are provldod.
The operation and maintenance ogreemont Includes annual erosion and vegetatlon repair.
The operation and maintenanco agrooment signed and notarized by the responsible party 13 provided.
Level spreaders in series can be used on slopes of up to 15% In forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or gr= if designed according to the Draft Level Spreader Design Option Document This potentially inquires a
minor variance in protected buffer areas. In any event the second level spreador cannot be locc?-.d In Zone 1 of a protected buffet area
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL. SPREADER WORKSHEET
L PROJECT INFORMATION (pieaso complete the following Information):
Project Name : C i s O O WOOL
Contact Person: Tdt4 tJ T'CC L Phono Number. - S?
Level Spreader ID:6
Level Spreader Length 191 it,
Drainage Area CC.
Impervious Area
Maximum Filter Strip/Buffer Slope ac.
%
9=3
Max. Discharge from a 10 Year Storm l? cfs
Man. Discuuge to Level Spreader l9 _ cfs
Filter Strip/Buffer Vegetation G BASS
(perpendicular to flow)
(on-sito and off site drainage m the level spreader)
(on-site and off-site draltW to the level spreader)
(6% for forested, leaf littler cover, 8% for thick grou;d cover)'
(thick ground cover or grass, canopied forest with W fitter
groundcover)
Pre-t uatment or Bypass Method ,PPg-T??OT-
REQUIRED ITEMS CHECKLIST
Initial In the zpaco provided to indicate the following design requirements have been met and supporting documentation b attached. If a
roqulroment has not boon mot, attach an explanation of why. At a minimum, a complete stomirwater management plan submittal Includes
a workshoot for each BMP, design calculations, plans and specifications shouting all BM)S and ouW1 struuctwe dota;b, a deWled
drainage plan and a fully executed operation and maintenance agreement. An Incomplete submittal package will result In a request for
additional information and will substantially delay final review and approval of tho pmjoa
Aaoliconts Initials
3T Loyd sproador Is at least 13 It. per cfs for thick ground cover or grass or 100 it pot cis In canoplod forest with loaf
litter.
Sr Pro-Form Scour Holes are on flat slopes only
No structures are located in protected buffers'
If bypass method specified In the Draft Level Spreader Design Option Document:
Bypass method Is specified (it applicable) and plan details and calculations are provided
Dischargo to level spreader and subsequent filter strip 13 hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details forthe bypass and outlets are provided.
Tho operation and maintenance agreement Includes annual erosion and vegetation repair.
Tho operation and maintenance agreement signed and notarized by the responsible party 13 provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% In areas
with thick ground cover or grass If designed according to the Draft Level Spreader Design Option Document This potenttatiy requires a
minor variance in protected buffer areas. In any event time second level spreader cannot be located In Zone 1 of a protected buffer area.
DWQ Projed No.
DMSION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
f. PROJECT INFORMATION (pioase complete the following information):
Pro ect Name : 6A01-S0,,; $ 0 A ,
Contact Person: Tc) ++o TEEr, Phone Number. r S
Level Spreader ID: it -j
Level Spreader Length ft
Drainage Area ac.
Impervious Area CC.
Maximum Filter Strip/Buffor Slope %
9rass
Max. Discharge from a 10 Year Storm I I . cfs
Max, Discharge to Level Spreader I i . O cfs
Filter Strip/BuBor Vegetation a ASs
(perpendicular to flow)
(on-site and off- site drainage to the level spreader)
(on-site and off-site drahago to the level spreader)
(6% for forested, leaf littler cover, 8% for thick grog cover).
(thick ground cover or grass, canopied forest with kof litter
gmundcover)
Pro-troatment or Bypass Method Ae e--rerA TPic n17r
REQUIRED ITEMS CHECKLIST
Initial In the space provided to indicate the following design requiroments have been met and supporting documentation 13 eached. ff a
roqufmment has not boon mot, attach an explanation of why. At a minimum, a complete ctomwmter management plan sub6tW Includes
a workshoot for each BMP, design cdcuk tions, plans and spookations shouting a!! BN9'3 and outlet structure deta!, a detailed
drair><ago plan and a fully executed operation and nu*tonanca agreement An Incomplete submittal package will result In a request for
additional Information and wIll substan=y delay final review and approval of the project.
Anolkxrnts Initials
-T T, Level slxeador is at least 13 It. per cfs for thick ground cover or grass or 100 R par d3 in canopied bust with leaf
litter.
7 T Pre-Form Scour Holes are on flat slopes only
5 No structures am located in protected buffers'
If bypass method specified In the Draft Level Spreader Design Option Document:
Bypass method is speciflod (if applicable) and plan details and calculations am provided
Discharge to level spreader and subsequent filter strip 13 hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agnxament signed and notarized by the responsible party 13 provided.
Level spreaders in serdos can be used on slopes of up to 15% In forested areas with leaf littler cover or on ;dopes of up to 25% in areas
with thick ground cover or grass 9 designed according to the Draft Level Spreader Design Option Document This potentially requires a
minor variance in pmtoded buffer areas. In any event the second level spreWor c=ot be kacu!ad in Zone 1 of a protoctod buffer area.
AFr,A WUHIJICHIVIdLG
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Office Use Only: Form Version March 05
20061393
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
Z 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:
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: ?
II. Applicant Information (1 ? @ 9 r=1 (??]? O
U?l(l lJ V D
1. Owner/Applicant Information Aye 2 J Z006
Name: S?s?PwRS4}
Mailing Address: 26 Su/,OOASP P006 ngm;:
Telephone Number: -719-IRSS 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: SrrxJAfZr-P20cr04
Company Affiliation: EjGi gr7 L
Mailing Address: 319 Cl-IPAPAopKG anm)
QALEIGhI., 0,e, 2700'3
Telephone Number: -1`19-/SSS Fax Number: 771-1G41
E-mail Address: Sohnasht&_al e_YWDD.e_oM
Page 5 of 12
111. 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: GP, RV 5o tit
2. T.I.P. Project Number or State Project Number (NCDOT Only): 0 / p,.
3. Property Identification Number (Tax PIN): 0646-63 - 6 Z09
4. Location
County: UNkE Nearest Town: Tocju or- 11otLy SP-1w6-5
Subdivision name (include phase/lot number): GA(Zeiso,J / q S LOTS
Directions to site (include road numbers/names, landmarks, etc.):
Lne'-AXED oFF De_- P106Y GCOUE 010300 eb, e,P-.11o1 . food' JOLTN-
o r- AL)5V" r-nMY U3. .TPrEe5EcTiorJ ,
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): ON °W
6. Property size (acres): !!!H,14 R c .
7. Name of nearest receiving body of water:
8. River Basin: _ 1.li5L;AE
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://Ii2o.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: W00060 d- 6ALLocJ
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
LAOO uSE epol'osED Tb 13E. KCS1beWT1AL, TvPE of C©uiPmgUT
TO INCLUDE 110f . Dy4E2 &L?ED( 4 PAP NOD TUAGk 405,
11. Explain the purpose of the proposed work: -rd FIL.t_ M/ ,.J AggA o
PPoposQ POACS
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. N 3 R Re) D S- -q3 I
?z Li "1110613)
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.
62COE
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
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: REFsrnEarlAL KDAWAY
CQoSSr,2t t?iTN II2 1,1' Or ?ILEAPI ?!'1PAGT AUp A Atofb GIFT' 4TATIa?
t j I--r%4' VriTLAX) !'r1PAz-f
Page 7 of 12
2. Individually list wetland impacts. Types of impacts include, but are not linited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
t l 1: t ' acts due to both structure and floodin .
se ara

Weiland Impact
Site Number
(indicate on map) a is tm

Type of Impact
of Wetland
Type
(e.g., forested, marsh,
herbaceous, bog, etc.)
Located within
100-year
Floodplain
(es/no
Distance to
Nearest
Stream
linear feet
Area of
Impact
(acres)
:i-? pip j5 FILL 0 r5T£O Oo'-' O S
2 Llr~r $TATIOP F/LL o s E 00 --- o, 5*

Total Wetland Impact (acres) 3 RL,
3. List the total acreage (estimated) of all existing wetlands on the property: 9.5 ke- 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
..,,,- be in..t„rtnri To r•alrnlate acreage multiply length X width, then divide by 43,560.
111Ua1 V
Stream Impact
Number
indicate on ma V Lavl.auvu. av .a..

Stream Name .».».? ?, --- -

Ty e of Impact -- - ---- -

Perennial or Intermittent?
Average
Stream Width
Before Impact
Impact
Length
linear feet
Area of
Impact
acres
441 u a ASAL Geffk PIPE flr.L PE OPIAL S 12. .O I

Total Stream Impact (by length and acreage)
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
4.II ,+7.,,, .t-.in;n(T flnnrlinn rlrninaae_ httlkheads. etc.
llll, VA,.•
Open Water Impact
Site Number
indicate on ma µ?UllVa,, u,vv -•.. , a.vv.
Name of Watcrbody
(ifapplicable) -••• , --------- -, --------

Type of Impact
Type of Watcrbody
(lake, pond, estuary, sound, bay,
ocean, etc.
Area ct
p
acres

Total Open Water Impact (acres)
Page 8 of 12
6. List the cumulative impact to all Waters of the U.S. resulting from the rcjcct:
Stream Impact (acres): .01
Wetland Impact (acres : 0.13
Open Water Impact acres :
Total Impact to Waters of the U.S. (acres)
Total Stream Impact linear feet): 112
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.
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.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
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. i o w,, o,4 poet,, fe s i ?s
WAt)C PsK Fog -T4f LiFT'STA'Tio./ Td 11E not,20 07' P(drf r-e00 01tOBr?[?
Z ToPo REASo,Js P tSO TK1=)' Ai C- ArXIj) ? go (L 1'Hr eoN) rCriotj ro THE 0o2-rH
(3(?sr,?5 a Srtrrf,-)eE 4- LEueL Spv£A0?2s t???c F£ ?SEA To eep?e£ t0AACTL - -
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.
Page 9 of 12
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
http•//h2o enr state.tic.us/ilcNvetlands/strmt,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.
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:Hh2o.enr.state.nc.us/wrl2/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):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
IX.
X.
Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federaVstate/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 (NEPAISEPA)?
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 N
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 213 .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 Z 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.
Impact
Zone* ,--_____ v-
zogs,
Total -7413
' Zone 1 extends out 30 feet pcipendicu
additional 20 feet from the edge of Zone 1.
Multiplier
3 (2 for Catawba)
1.5
the top of the near t
If buffer mitigation is required, please discuss what
Donation of Property, Riparian Buffer Restoration /
Riparian Buffer Restoration Fund). Please attach all
within 15A NCAC 2B .0242 or.0244, or.0260.
Required
; Zone 2 extends an
type of mitigation is proposed (i.e.,
Enhancement, or Payment into the
appropriate information as identified
Page 11 of 12
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. SEE iMP£Quroos e-A-Les oN PLAQ<
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.
=LJQ o1" 14 0&LY -51'21 (n 5
XHI. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No Ig
Is this an after-the-fact permit application? Yes ? No 0
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
hum//h2o.enr.state.nc.us/ncwetIands. If no, please provide a short narrative description:
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
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).
F-'7- Applic` iWgenvs Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12

c @rgodig 0
Q
AU G 2 5 2006
DENR - WATER QUALITY
1'? LM403 AND STOP15YATER BRANCH
,off
Q .?
O
~ ?G
Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
www.saw.usace.armv.mil/wetlands/Permits.html.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at www.saw.usace.army.mil/wetlands/index.html, or contact one of the field offices
listed on page 3 of this application. The website also lists the responsible project manager for each
county in North Carolina and provides additional information regarding the identification and regulation
of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2o.enr.state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for General Certifications is not required, provided
that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet should
contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on page 4 of this application) prior to submittal of the application.
Page 1 of 12
Coastal Area Management Act (CAMA) Coordination - If the project occurs in any of North Carolina's
twenty coastal counties (listed on page 4) the applicant should contact the North Carolina Division of
Coastal Management (DCM). DCM will determine whether or not the project is within a designated
Area of Environmental Concern, in which case DCM will act as the lead permitting agency. In such
cases, DCM will require a CAMA Permit and will coordinate the 404/401 Permits.
The applicant may also choose to coordinate with the United States Fish and Wildlife Service to ensure
that the proposed project will have no impact upon any endangered or threatened species or critical
habitat as regulated by the Endangered Species Act, and the State Historic Preservation Office, North
Carolina Department of Cultural Resources to ensure that the proposed project will have no impact upon
any properties listed or eligible for listing on the National Register of Historic Places. Compliance with
these regulations is required to be eligible for any Department of the Army permit. The addresses for
both agencies are listed on page 3 of this application.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office. Upon receipt of an application, the
USACE will determine if the application is complete as soon as possible, not to exceed 30 days. This
PCN form is designed for the convenience of the applicant to address information needs for all USACE
Nationwide, Regional or General permits, as well as information required for State authorizations,
certifications, and coordination. Fully providing the information requested on this form will result in a
complete application for any of the USACE Nationwide, Regional or General permits. To review the
minimum amount of information that must be provided for a complete PCN for each USACE
Nationwide permit, see Condition 13, 67 Fed. Reg. 2090 (Jan. 15, 2002), available at
http://vvww.usace.armv.mil/inet/functions/cw/cecwo/reV/2002n\v_ps.pdf. Processing times vary by
permit and begin once the application has been determined to be complete. Please contact the
appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at littp://li2o.ehnr.state.nc.us/ncwetlands/fees.litml. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 12
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Caldwell Haywood McDowell
US Army Corps of Engineers Alleghany Catawba Henderson Mecklenburg
151 Patton Avenue Ashe Cherokee Iredell Mitchell
Room 208 Avery Clay Jackson Polk
Asheville, NC 28801-5006 Buncombe Cleveland Lincoln Rowan
Telephone: [phone] Burke Gaston Macon Rutherford
Fax: [phone] Cabarrus Graham Madison Stanley
Raleigh Regulatory Field Office Alamance Franklin Nash Surry
US Army Corps Of Engineers Caswell Forsyth Northampton Vance
6508 Falls of the Neuse Road Chatham Granville Orange Wake
Suite 120 Davidson Guilford Person Warren
Raleigh, NC 27615 Davie Halifax Randolph Wilkes
Telephone: [phone] Durham Johnston Rockingham Wilson
Fax: [phone] Edgecombe Lee Stokes Yadkin
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office
US Army Corps Of Engineers
Post Office Box 1890
Wilmington, NC 28402-1890
Telephone: [phone]
Fax: [phone]
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
Anson Duplin Onslow
Bladen Harnett Pender
Brunswick Hoke Richmond
Carteret Montgomery Robeson
Columbus Moore Sampson
Cumberland New Hanover Scotland
North Carolina State Agencies
Division of Water Quality
Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699-1652
Telephone: [phone]
Fax: [phone]
Pitt
Tyrrell
Washington
Wayne
Swain
Transylvania
Union
Watauga
Yancey
*Croatan National Forest Only
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 276994617
Telephone: [phone]
Fax: [phone]
US Fish and Wildlife Service / National Marine Fisheries Service
US Fish and Wildlife Service US Fish and Wildlife Service National Marine Fisheries Service
Raleigh Field Office Asheville Field Office Habitat Conservation Division
Post Office Box 33726 160 Zillicoa Street Pivers Island
Raleigh, NC 27636-3726 Asheville, NC 28801 Beaufort, NC 28516
Telephone: [phone] Telephone: [phone] Telephone: [phone]
Page 3 of 12
CAMA and NC Coastal Counties
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlcwild Road Ashe Mitchell Wilkes
Kcmersvillc, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
APPLICATION FORM BEGINS ON PAGE 5. PLEASE DO NOT SUBMIT PAGES 1- 4.
Page 4 of 12
4,
LEVEL SPREADER OPERATION AND MAINTENANCE AGREEMENT 0 0 6
7
The level spreader Is defined as an elongated, level threshold, designed to diffuse stormwater runoff.
Maintenance activities shall be performed as follows:
1. After construction and until vegetation has been established, level spreader(s) shall be inspected after
every rainfall. Thereafter, level spreader(s) shall be inspected at least every month and more
frequently during the fall season and after heavy rainfall events:
a. Accumulated sediment, leaves, and trash shall be removed, and repairs made if required.
b. Inspect level spreader(s) for evidence of scour, undercutting, settlement of the structure, and
concentrated flows downhill from the level spreader(s).
c. A level elevation shall be maintained across the entire flow-spreading structure at all times.
Repair or replace the level spreader if It Is damaged.
d. Mow vegetative cover to a height of six (6) inches and prune plants if they cover over half of the
level spreader surface.
e. Repair eroded areas and replace/replant dead or damaged vegetation.
2. The contractor should avoid the placement of any material on and prevent construction traffic across
the structure. If the measure is damaged by construction traffic, it shall be repaired immediately.
3. Inspect and repair the collection system (e.g., catch basins, pipes, swales, riprap) four (4) times a year
to maintain proper functioning.
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance
procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to
the system or responsible party.
P
S
D
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
I, i.?, . V-d IrJa.?.?-?? , a Notary Public for the State of ` i _k (',,ter .?,,.
County of 1,?Ja-lw , do hereby certify that J \A,6n& to
personally appeared before me this _qy-?J- dayof aoo i, , and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and
official seal,
;N M DgL?%
NOTARY
Qva?.?c I
s U?
SEAL
Q
AU G 2 5 2006
UEHIJ . WAT ER QUALITY
Y,ETtN103 MIo 5TOW0T?R BRNr
My commission expires yla.f 1,10/0
Page I of I
Print name: STEv? SIt/Pc?ast-r-
Title: f?wNE2. beur'I_0PE2.
Address: C t(, SHi Pt. DASH UWE.
DWQ Ned No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
L PROJECT
Project Name :
Contest Parson:
(please complete the following Information):
-cokw Tr-*EL_ Phone Number:
Level Spreader ID: 4?.
Level Spreader Length
Drainage Area
Impervious Area
Maximum Filter Strip/Buffer Slope
g=s
9 ft.
0-7- ac.
0.7- ac.
41 %
_ cis
Max. Discharge from a 10 Year Storm 0-c-.5,
Max. Discharge to Love! Spreader •G S cfs
Filter Strip/Buffer Vegetation 2A6s
c? T-
Pro-troatrnont or Bypass Method , a r. -Tfj.4 '
REQUIRED ITEMS CHECKLIST
(perpendicular to flow)
(on-site and off-site drahago to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf Wer cover, 8% for thick grmO cover)'
(thick ground cover or grass, canopied forost with lpf litter
groundcovor)
Initial in the space provided to indicate the following design requirements have been mat and supporting documentation Is ittachod. If a
mqubomont has not boon mot, attach an explanation of why. At a minimum, a conpieto storrm,,&r management plan submittal Includes
a wnrkshoot for oath BMP, design calculatlorA plans and specifications showing ati BMPs and outlet structure dotes, a detailed
drainage plan and a fitly executed operation and mantenanco agroament. An incomplete cubmttal packago will result In a request for
additional Information and will substantially delay final Wow and approval of the project.
Applicants Initials
;c T- Level sproador b at least 131 per cis for thick ground cover or grass or 100 It per cfs In canopied forest with leaf
litter. .
-T T' Pre-Form Scour Holes are on flat slopes only
S No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Byp= method Is specified (if applicable) and plan details and calculations are provided
Discharge to level sproador and subsequent filtor strip !s hydraulically and spatially separate from the bypass
discharge.
No stmdures are located in protected buffers.
Plan details forthe bypass and outlets are provided.
The operation and maintonance ogrecrhent Includes annual erosion and vegetation rop&
Tho operation and maintenance agroornent signed and notarized by th3 responsiblo party 13 provjdxd.
' Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cower or on slopes of up to 25% In areas
with thick ground cover or grass If designed according to the Draft Level Spreader Design Option Document This potentially requires a
minor valance in protected buffer areas. In any event the second level spreader cannot be loccled in Zone 1 of a protected buffer area.
DWQ Project No.
DMSION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name
Contact Person: -nog o rt L- Phone Number: 7 7 - 9s
Level Spreader ID:e Z
Level Spreader Length 33 ft
Drainage Area 0-1 X.
Impervious Area 42, 11 CC.
Maximum Filter Strip/Buffer Slope 9'0
9=
Lim Discharge from a 10 Year Storm 2 . `1 Z cis
Max. Discharge to Level Spreader 2.4 2 cis
Filter StripBuffer Vegotation 6P- A 5 S
(perpendiariar to flow)
(on-sito and oft sito drainago to the level spreader)
(on-situ and off sito drainage to the level spreader)
(6% for forested, leaf Gtiler cover, 8% for thick groud coverp
(thick ground cover or grass, canopied forest with a Etter
groundcover)
Pre-tnoatmentor Bypass Method PR E -T2EA7nC,)Y
REQUIRED ITEMS CHECKLIST
Initial In the space provided to indicate the following design roquiroments have been met and supporting documentation b #ached. If a
toqulromont has not boon mot, attach an explanation of why. At a minimum, a eompleto stomwatcr management plan subrow includes
a worWwot for each BMP, design calculations, plans and specifications sho&Q all BM and outlet structure doh a detailed
drainage plan and a fully exeaded operation and maintenance agroement An Incomplete submittal package will result in a request for
additional infonnation and WH sub:;tantkLly delay final roviow and approval of the projoc.
Appilcants Inleils
ST Lovol Weader Is at least 13 It per cfs for thick ground cover or grass or 1 DO It pet cls In canopied ti cost with loaf
litter.
S I' Preform Scour Holes are on flat slopes only
ST No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Downent:
Bypass method b specified (f applicable) and plan details and calculations am provided
Discharge to lovol gxeader and subsequent filter strip is hydraulically and spatially separate from M bypass
discharge.
No structures are located in protected buffers.
Plan details fortho bypass and outlets are provided.
The operation and maintenance agreement Includes annual erosion and vegetation ropair.
The operation and maintenance agnnanent signod and notarized by the responsible party b provided.
*Level spreaders in serles can be used on slopes of up to 15% in forested areas withleaf G81er cover or on slopes of up to 25% in areas
with thick ground cover or grass ff designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located In Zone 1 of a prutDcted buffer area
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the foilowing information):
PmjectNam: GAAKifISO,.) svrsu,
Contact Person: z o K o Tr EL- Phone Number.
Level Spreader ID:,A 3
Level Spreader Length Z ft
Drainage Area O, M.
Impervious Area 0.5- cc.
Maximum Filter Strip/Buffor Slope to %
grass
Max. Discharge from a 10 Year Storm /. G Z Cfs
Max. Discharge to Level Spreader Z cis
Enter Strip/Buffer Vegetation LD Q A SS
Pre-treatmont or Bypass Method , ?Z F_ -79AL I C?J 'r
REQUIRED ITEMS CHECKLIST
(perpendicular to flow)
(on-situ and off- site drakwgo to the level rpreader)
(on-site and off-site drainage to the level ppremdor)
(695 for forested, leaf littler cover, 8% for thick ground corer).
(thick ground cover or grass, canopied forest with 10 litter
groundcover)
Initial In the space provided to Indicate the following design requirements have been met and supporting documentation is sttached. If a
roquLomont has not boon mot, attach an erplanation of why. At a minimum, a complete stormrrrater management plan submittral includes
a wcrkshoot for each BMP, design cac lations, plans and specifications shoa+idrg z3 BMPs and outlet sb ucbzo dew, a detailed
drainage plan and a fully executed operation and maintenance agreement An Incomplete submittal package al resuit in a request for
additional infomration and vdq subctan=y delay final review and approval of the projoa
Aiyikonts Initials
c- r Level spreader 13 at kaast 13 R per cfs for thick ground cove or grass or 1 DO ft per cis In canapled forest with leaf
littor.
Pro-Form Scour Holes are on flat slopes only
5 No structures are located in protected buffers'
If bypass method specified In the Draft Level Spreader Design Option Document
Bypass method is specified (if applicable) and plan details and calcuiatlens are provided
Discharge to level spreader and subsequent filter strip 13 hydraulically and spatially separate from b bypass
discharge.
No structures are located in protected butlers.
Plan details for the bypass and outlets are provided.
Tho operation and maintenance ogreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party Is provided.
' Level spreaders in series can be used on slopes of up to 15`Yo In forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or gears If designed according to the Draft Level Spreader Design Option Dora =L ThI3 potentially requires a
minor variance in protected buffer meas. In any event the second lovel spreader cannot be located in Zone 1 of a protected bufeor area.
DWQ Project No.
DMSION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please comploto the following Information):
Project Name : AR els o,J S ub Q .
(It 11 7 F
Contad Person: So > k, ) Tr- E I- Phone Number.
Level Spreader ID: #L4
Level Spreader Length 9 ft
Drainage Area 0.2 ac.
Impervious Area t) I Z- ac.
Maximum Filter Strip/Buffer Slope 16
grass
Max. Dlsdiargo from a 10 Year Stan D. ('.f cfs
Max. Disctuugo to Level Sproader 01(s- cis
Fitter StripBuffor Vegetation 4 2 ASS
(perpendicular to flow)
(on-sito and off-site drainage to the level spreader)
(on-situ and offrsito dranago to the lov+el gxeW3q
(6% for forested, W titdor cover, 8% for thick groin cover).
(thick ground cover or grass, canopied fotost with kcf litter
groundcover)
Pre-troatment or Bypass Method Pe C- -? EFA tr,?1'r
REQUIRED ITEMS CHECKLIST
IniU In the space provided to Indicato the following design roqulroments have been met and supporting documentation b xached. tf a
roqulmmord has not boon mot, attach an explanation of why. At a minimum, a complete stommrator management plan submittal Includes
a worksheet for each BMP, design calarlatlons, plans and specifications shoWiV all BM and outlet structure doba s, a deWcd
drainage plan and a fully ox=Aod operation and rnahtonanco agroomont An Incomplete submitted package will result In a request for
additional information and will substamtfaly delay final Wow and approval of the project.
Aaaliconts Initials
TT Level spreader Is at least 13 It per cfs for thick ground cover or grass; or 100 ft per ids In canopied forest with leaf
litter.
T" Pro-Form Scour Holes are on flat slopes only
xr No structures are located in protected buffers'
If bypass method specified In the Draft Level Spreader Design Option Doamment:
Bypass method 13 specified (f applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip b hydraulically and spatialy separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement Includes annual erosion and vegetation repair.
The operation and maintonanco agreement signed and notarized by the responsible party 13 provided.
' Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cower or on slopes of up to 25% In areas
with thick ground cover or grans If designed according to the Draft Level Spreader Design Option Document This potentfaly requires a
minor variance in protected buffer areas. In any event the second level spreader co mot be locdod In Zone 1 of a protected buffer arra.
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (piease completo the following information):
Project Name ; e;AgRlSo?-) v
Contact Person: So ft 0 TE 151 Phone Number. - S
Level Spreader ID: 0, S
Level Spreader Length 31r ft.
Drdnago Area r? . $ ,l ac.
Impervious Area . D W.
Maximum Filter Strip/Buffer Slope %
grass
Max. Discharge from a 10 Year Storm 7 S cis
Max. Disdiargo to Lovell Spreader 2. ? cfs
Fifter Strip/Buffer Vegetation _ , r? P,
(perpendicular to flow)
(on-sito and off situ drawgo to the level spreader)
(on-sito and off-.,Ito dra!rmago to tho level sproador)
(6% for forested, leaf tattier cover, 8% for thick grou;d cover)'
(thick ground cover or grass, canopied forest with Imf litter
groundcover)
Pro-tmatment or Bypass Method . ER E-T Z EAT EJ T-
REQUIRED iTEh1S CHECKLIST
Initial in the space provided to Indicate the following design requiromermts have been met and supporting documentation iS 40chod. If a
roqulromont has not boon met, attach an explanation of why. At a minimum, a conploto stommv,,&r management plan submittal includes
a waukshoot for each BMP, design calculations, plans and specifications shoving ati BMPs and outlet struciuro dotals, a deta.ed
drdnago plan and a fully ox=dod operation and maintenance ogroenxumt. An Incomplete submittal package W11 result in a roquest for
additional information and will substantially delay final review and approval of the project
Aaoliconts Initials
Loyd sproadot is at !oast 13 R pot cis for thick ground cover or grass or 100 It per cfs in canopied forest with loaf
littor.
S T Pr&form Scour Holes are on flat slopes only
I 'T- structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option D=m=t:
Bypass method Is specified (d applicable) and plan details and calculations am provided
Dischargo to level spaWor and subsequent filter strip 13 hydraulically and spatially separate from N bypass
discfmarge.
No structures aro located in protected buffers.
Plan details for tho bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
Tho operation and maintenance agreement signed and notarized by the rosponsibla party li provided.
• Level spreaders in series can be used on slopes of up to 15% In forested areas vxh leaf littler cover or on mopes of up to 25% in arras
with thick ground cover or grass If designed according to the Draft Level Spreader Design Option Document Thl3 potentially requires a
minor variance in protected buffer areas. In any event the second level spreador cannot be lmccted in Zone 1 of a protected buffer area
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL. SPREADER WORKSHEET
1. PROJECT INFORMATION
Project Name :
Contad Porson: s
Level Spreader ID:.)?
Level Spreader Length
Drdnago Area
Impervious Area
Maximum Filter Strip/Buffer Slope
9=3
complete the following information):
ICI ft
_ ac.
Max. Discharge from a 10 Year Storm I? CIS
Max. Discharge to Leve! Spreader I % • cfs
Filter Strip/Buffer Vegetation R ASS
Pre-troatmentor Bypass Method ,PPF-te-FAT (01
REQUIRED ITEMS CHECKLIST
Phone Number.
(perpendicular to flow)
(on-situ and off -site draxmago to the level spreader)
(on-sb and off-site draleago to the level spreader)
(6% for forested, loaf tattier cover, 8% for thick groux covor)•
(thick ground cover or grass, canopied forest with 0 frtter
groundcover)
Initial in the spaco provided to indicate the following design requirements have been met and supporting documentation b 00Ched. If a
requlroment has not boon mot, attach an explanation of why. At a minimum, a complete stommator management plan wbr itlal includes
a waxksheet for each BMP, design calculations, plans and specifications showing :.'I BVPs and mW structuro dot-0, a detailed
drainage plan and a fully executed operation and maintenance agreement An Incomplete submrtxal package will =ult in a roquost for
additional information and vdll substan=y delay final review and approval of the project.
Arxelimnts Initials
3T Love! spreader Is at !oast 13 ft per cfs for thick ground covor or grass or 100 ft per cfs in c=ptcd >o-ost with leaf
litter.
ST" Pro-Form Scour Holes are on flat slopos only
T,r- No structures are located in protected buffers'
If bypass method specified In the Draft Level Spreader Design Option Document:
Bypass method Is specified ('d applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip b hydraulically and spatially separate tram W bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual rrosion and vegetation repair.
The operation and maintenance agroomont signed and notarized by the responsible party b provided.
• Level spreaders In series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document This potentially requires a
minor varfanco in protected buffer areas. in any event the second level spreader cannot bo located in Zone 1 of a protodod buffer area.
DWQ Ierojed No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (pleaso complete the following information):
Pro)ect Nano : A Rl? ISo,J $060-
Contact Person: 'TC)HO TCEt, Phone Number f 9r`779-/dS
Level Spreader ID: -7
Level Spreader Length 4 it
Drainage Area X.
Impervious Area ac.
Maximum Titer Strip/Buffer Slope %
grass
Max. Discharge from a 10 Year Storm I I . cfs
Max. Discharge to Level Spreader I t . O cis
Filter StripBuffor Vegetation 6 e ASS
(perpendicular to flow)
(art-situ and off-site dr&ago to the lavel spreader)
(on-situ and off-site drainage to the level spreader)
(6% fer forested, leaf tattier cover, 8% for thick growd cover)'
(thick ground cover or grass, canopied forest with kaf fitter
groundcovor)
Pro-troatment or Byp= Method PRr--TQEA'rlltrVI-
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation IS ruched. If a
roqukomont has not boon mot, attach an explanation of why. At a minimum, a complete sto mwater managornont plan submit Includes
a wakshoet for oath BMP, design calculations, plans and specifications shov&Q sil BMPs and outlet structure dotal, a detailed
drainage plan and a fully executed operation and maintenance agreement. An Incomplete submittal padkago wfl result Ina request for
additional infvrtnation and will subztantiaiy delay final review and opproval of the pro)oct.
AUOlicrants InTals
TT' Level spreader Is at !mast 13 R per cis for thick ground cover or grass or 100 ft per cis In canoplod forest with leaf
litter.
7 T Pro-Form Scour Holes are on flat slopes only
5 No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass mothod Is specified (d applicable) and plan details end calculations are provided
Discharge to level spreader and subsequent filter strip 13 hydraulic* and spatially separate from tho bypass
disctmargo.
No strucriucs are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party Is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cower or on slopes of up to 25% In areas
with thick ground cover or grays If designed according to the Draft Level Spreader Design Option Document This potentially requires a
minor valanco in protected buffer artmas. In any event the second level spreader cannot be kmc&d in Zone 1 of a protected buffer area.
"qo 1 u( l U V U ,'y v Ak'=A UUNLnNI IL+??L:
v vr<? ?/? ?J<S0? NORTH CAROLINA-WAKE CO.
Y J . 7.5 MINUTE SERIES (TOPOGRAPHIC
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DWQIt ?9 3 Date Who Reviowed.,'
Plan Detail Yncompleto _ r ?S'?1 l (ir1 Q. '!J (! (I P1n
Ir
? Please provide a location map for the project
? Please show all stream impacts including 0 fill slopes, dissiga ers, and bank stabilization on the site plan.
D4 is
?. Please show all wetland impacts including fill slopes on o stto plan. •. y rv ?
Please indicate all buffer impacts on the site plan.
Please indicato proposed lot layout as overlays on the site plan.
el'Cl- • s ?ej
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan. tS', - tJ
Please provide cross section details showing the provisions for aquatic life passage. ? Please locate any planned-sewer lines on the sito plan. ??' c`^ 4 •?..''
? Please provide the location of any proposed stormwater management practices as required by OC
? Please provide detail for the stormwater managcrncnt practices as required by GC 'e-
' t 5 r? aL
? Please specify the percent of project imperviousness area based on the estimated built-out conditions:
? Please indicate all stormwat Lo14tfalls on the site ptaq.
? Please indicate the diffuse flow provision measures on the site plan. LC,3
? Please indicate whether or not the proposed impacts already been conducted
Avoidance. and/or Minimization Not Provided S ?`- •
? - 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 tho labeled on the plans as can be moved- or reconfigured to avoid the impacts to the
Please revise the plans to avoid thq impacts.
?. This Office believes that the -labeled on the plans as can be moved or reconfigured to minimize the impacts to'the
. Please rcAso the plans to minimize the impacts.
? The stormwater discharges ai the location on the plans labeled will not provide diffuse flow through the buffer because
Please revise the plans and provide calculations toi show that diffuse flow will be achieved through the critirobuffer. If it
is not possible to achieve diffuso flow through the entire buffer then it may be necessaryp provide stormwater management
practices that remove nutrients before the stormwater can be discharged through thq buffer.
Ottier .
?•. The application fee was insufficient because over 150 feet of stream and/or.ovcr 1 acre ofwetiandImpacts were requested. Please
provide S '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 tho application.'
? Pleaso provido copies of the application, . copies of the site plans and other supporting information:
? Please submit electronic CAD files showing , via'einail to [e-mail] and CD.,
Mitigation
? of compensatory mitigation is required for this projd'•ct.' Please provido-a compensatory mitigation plan.- The
plan must conform to the-requirements in 15 A NCAC 2H'.0500 and must be appropriate to the typo of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
DwQ# z9o /3 7 3 Date
Plan Detallincomplete /
?.

Please provide a location map for the project. &J/ 6 ^t?
Who Roviowed.,'McAl"i, 11<(W"
FANaA
Please show all stream impacts including all fill slopes, dissipaters, and bank stabi izati on the site plan.
Please show all wetland impacts including fill slopes on the site plan. P'?+ !r
Please indicate ell buffer impacts on the site plan.
?od 6 o??/ i
Please indicato proposed lot layout as overlays on the site plan. VV `?
Plemo indicate the location of the protected buffers as overlays on the site plan. ??!! O not11 f 1q ,?l
Pleaso locate all isolated or non-Isolated wetlands, streams and other waters of the State as vverl son site p
Pleaso provide cross section details showing tho provisions for aquatic lifo passage.
r
Please locate any plaaned•sewer lines on the site plan.
Please provide the location of any proposed stormwater management practices as required by GC 2
?v4 v`1`? w??"
Please provide detail for the stonnwater management practices as required by CC?
? Please specify the percent of project imperviousness area based on the estimated built-out conditions:
? Please indicate all stormwa oi}tfalls on the site plait. ' v 9. M
? Please indicate the diffuse flow provision measures do the site plan.
? Pleaso indicate whether or not the proposed impacts already been conducted.
Avoldan e a o Provided
? ' The ? gas n tho plans dots not appear to be necess eliminate the . or provide additional
info it is noTs f HICEthopl-ans-as ject ?
? s of co believes that the Ican be moved or reconfillu? to avoid the impacts to the
W a Please revise the plans to avoid thq impacts.
?. This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts tp'thc
. Please revise the plaits to minimize the impacts.
? The stormwatcr discharges ai the location on the plans labeled will not provide diffpso flow through the buffer becauso
Ple'o revise the plans and provide calculations to show that diffuso flow will be achieved through the entirobuffer. If it
is notpossiblo to achievo.diffuso flow through tho entire buffer thedit may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through tho_ buffer. .
Other
i
?. The application fee was insufficient'boczuse over 150 feet of stream andlor.over 1 acre ofwetland'impacts were requested Please
provide S 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.'
? Pleasoprovido copies of the application, . copies of the site plhns and other supporting information
r ? Please submit electronic CAD files showing ; via'einail to [e-mail] and CD.,
Mitigation
? of compensatory, mitigation is required for this project.' Please provido'a compensatory mitigation plan. The
plan must conform to therequirements 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.
LOCATION, QUANTITY, AND PLACEMENT OF DRAINAGE
PIPES AND EROSION CONTROL DEVICES MAY VARY
TO BETTER CONFORM TO FIELD CONDITIONS.
ALL WORK AND MATERIALS SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE
TOWN OF HOLLY SPRINGS. THE CONTRACTOR
CI 32 C-12 SHALL OBTAIN A COPY OF THESE STANDARDS
STA.21+81.87 L-2 13.5 RT. PI STA. 22+18.79 L-5 PRIOR TO CONSTRUCTION,
TBOC ¦ 451.69' INV. OUT =448.00' 2 ~ o = 2raa'ao"
35 26 2 24 = 23 R 2so.oo 5 , 2 22 q T = st.~a
3 29 2 0 8 34 27 FQR a 14 2 a s q 1 A STA, J 4 L-5 13, L, L- 121.06'
3 3 STA,10+38.62 L-5 13.5 LT. 33 ~ STA.14+66.48 L-S 13,5 LT. a 17 ~ „ E~ _ _ 12 xe A.18+82. 6 L- 3. L . TBOC = 436.62' CI 3 TBOC ¦ 443.19' NV. OUT ¦ 435.20' A.22+29.69 L-5 1 L .
SN TBOC 451,32 TBOC ¦ 450,45' , 5TA.16+68.49 l S 13,5 RT, SEE INV. IN =44270 Fl HYDRA INV. OUT :447,00 TBOC ¦ 446.92' W U ~R2€E 13,5 RT, 12"X8" RE UCER INV. OUT = 440.00' ~ TBOC ¦ 436,03' W/BLOCKI q. INT%. STA. 5+34.99 L-1 INY. OUT ¦ 432,60'
W INV. OUT = 447,50' ASSEMBLY INV. IN ¦ 443.20' p ~C STA. 1 33,40 L-S O
PUv~ INV, OUT .443.00' g1 0 - 0 0 0 0 0 O ~
F q a6
18 ~ H 16 19 00 MH#16 20 00 MH#17 % F S~3+ 7.9436,82'1 .5 L ,
36 M 3 ~ ~ 13+DO M 14 14+OOco 15+OOPROP. 8" S N, SEWER 16 00 H 15 17 00 1E 1 ~0 11+00 12+00 ~ PR P, „ SAN. SE R v . ~ INV. OUT ¦ 433,00' PR P p IMP CTS
M #11 O PROP, 8 SA , W - P WATER IN N ~V y
Cl INTR. STA. 21+47,1~,J,•-i~~
SIArf0+00 L-5 P a/18 O q 2 ti ~ STA.20+)0.14 L-5 13,5 RT, p _ _
IPE Q ~ CI 22 0 0 q 15 ~ 17+91.58 L- 1,.5 STA,10+46.47 L-5 13,5 RT, STA,14+66.48 L-5 13.5 RT, TBOC • 444.77' FIRE HYDRA 1BOC : a5o.a5' ASSEMBLY FIR HYpRAN TBOC = 438,82' p AS EMBLLY Nv. IN ¦ 435.00' a
/ O TBOC = 451.46' NrV. IN ¦ 440.00' O INV. IN = 447.30' ~ INV. IN = 446,80' INV, OUT = 439.80' NY. OUT ¦ 434.80' ~ `i
INV. OUT ¦ 447,10' INV. OUT .148.60' ~ HEE 6 FOR ~ 2 0 •a23+ .1 ~ 18 ti I
SEE SH T 7 FOR fIR H RANT ~ 37 ASSEMBLY ~ 87 t-2 8 L-~ 19 ° 20 ~ nn 3dld w cNn ti 6 2" BLOW-OFF ASSEMBLY 51 PUBLIC R/
8 6 S 51 PUBLIC R/W ~ 8 8 I V. OUT = 434. ~ _
9 8 2 83 ~ 80 1 TH F.E.S. ti - f
i N CI S C-11 IMP ~ STA.23+03.80 L-5 13,5 RT,
TBOC s 436.58' P! STA. 20±70N16 L-5 ~ INV, IN = 431.80'
~ = 26'5715 ~ INV. IN = 431.80'
R = 250.00 INV. OUT s 431,80' ~ Y. OUT 431.40' T = 59.91' DIS I AT R • ~S•
L = 117.61 PAD
q as F ~
STA,2 +29.69 L- 13.5 RT, \ ~
T80C ¦ 436.OJ' INV. IN ¦ 432.40'
INV. OUT = 432.20'
#1 IMPACT
LINEAR FEET OF STREAM 112 LF
STREAM IMPACT AREA 340 SF, 0.01 Ac. Q WETLAND IMPACT AREA 6,920 SF, 0.15 Ac.
® INTERIOR BUFFER AREA (ZONE 1) 5,388 SF
PLAN .VIEW F OR L 5 - PVI STA = 12+50 - EXTERIOR BUFFER AREA (ZONE 2) 2,085 SF
PVI ELEV = 454.00
N A.D. _ -3.11
~ ,°n ~ K = 64.35
~ JO + N 200,00 O N ~ O,. ~ IA 1:0~ ~ ~ M ~
+ ~ ~ ~l
± ~ II. U U (n w
NQW m m ~ j QNW W W H
X ~ , _ ~ I I I , , ~ j
454 z-----------------~---------------•---~------•---------•--- ~ ~ . , , -A~4--STA-~- •25- ' Z2+
I I PVI STA = 20+00 ~ ~ 454 ~ 432. ~0 PN•~V,= X6:90 - - - - - ,
--------•----------~--------:136 - 452 - - -----i------._.------- ~ - _ ; _ ; - i I _ - - - - i I , D ' ___J_ ________l________..._~ .J-_______._____. _l_____. ' ' ' , , ' 7 09 ' , - ~ _A.D. ~ ~ - ----*~-~-..1a0---• o - - 452 i 1 ~ K = dg:37-- -
, ~ _ _w.~-~_. 1_i_ y I 1 y ~ ~ T -J - -350.-d0'--re---~-- - - M
- ---••-F-- - 450 •1 I I I ~ _ X30 --~-------------------1-- i ~ I I I ~ I ~i M I i 100 ~ N ~ ~ ~ ~ ~ ' ,d ' n ~ ~ ~ 450
z ----------1-------------------~-----------A ~ - ----s-E~ - ' ~ I ~ _____1_ ~ _ - __l___________________1___________._______J_______.__l_________L_________________. _1______________. ___J_____________
. ~ C DR - -r 448 ' - - ~ ~ ' A 1-------------------~------------- ~ ~~MD ~ ' I ~ m I ~ I Eft--- N ~ ~ , i ~ ~ , -----------••--I------------ •m--~-------------------~----------•----•---- ------------•-••---+----------------m m----------------~-------------------+-------------------~•--------;----------~-•--------------•--+-----•--------- 48
, , - T__________._ _ - I I ~ .____J__ ____________r____ _ _ . r_ ____--~5.._._~___~. 1____________________r_____. I I ~ 1\~ o , , _________I W W--i----•---°---•----- - n-------•--•----' O ~ - r----------------•-,
446 AT10N - ? 3 ~ N - ~ - - - - ~ I a I N N ~ J ~ ~ - r- r---- , r_____. ~ , ti ARA E $ ~ _____i___________________~__________________r _ _ _MT' ~ ' M•- - 446
---------r------------ O I ~ N ~ a - ~ r•------------•-----,--------------- a
W O ,-------------------r------ - O-N- 444 - - ' . I I - - - - n ~ NNn I ~ ~ --r----- -•+---•-------°-•---•-r-------------- I ~ b tv ~ rn I ~ '03x - m----------------------•------- ~ T--~ - ~ 44
, -,--------------------r------ -----T-•----- I ~ Ole r--•-M---'d`------- ' _ i--- N 4 ' ~ ~ W W ~ +
r------,-'---~-----T- A 442 ~ I I I I , U ~ ~ ~ N \ ~ II 442
~ ~>r - ------------------~----~W ' II _ ~ - I - - ' U .4t
I I i ~ 440 r-ta-----~s- , I ` I - i ~ i ~ J - , ~ ~ ~ , i , ~ , ' ~W - 440
n o o I I I w 0 ~ I ~ I I I I I I 7--------- ~~pp I a_O a-OS.4V---•-------------------~- Z ~ F- ; ,
438 rv+-N- ~ r------~~-------~-------------------~,- ----a+~ - Q o .r a II I I I ~y, - - ' , ~ ~ ~ i ao
~ ~ ~ I • Tr-N-------~ I fvev ~ q ~ I _ . r ~QW I ~ I - - - I I I ' ~ r------ ~ 43a
I I I ' I ' I N _ 436 ~mtcrZ~p- - I I I ~ ~ ---N-11- - - - I I I I I I , WATERL ~ o , _ , a , ----,H€---
I o I I _ , ~ ~ ~ a , ~ , , ~ ~ - - I ,
I I ___________________1_-___._____.__..___J_______-.__.___.__--1.__________-_-_____1__.-__-_______-____J___.___.. l-_. 1______-_ 434 ' -----r- ~---Y _ ~ ,
~ I i ----ia ' o I -------------------1-- -------I, ~ 'F, 'PVC SAN: SfYlEit-0-0:33A------'- _ _ _ _ • ~ " - -------------1 V---- o ~ . ~ ~ oo ~ 434 N
432 ' I I ~ ~ I ~ I I - I , -Q~' - 432
I I I ----J I ~---r --•--------•-------1•- 100 T _ PIPE W ~ + a N u ~ ~ , I ~ ~ ~ m00 EV=~4 ~ ~N EL 14 6' 18" ' ~ ~ ZZ Q w,
r- 430 ------------------------------------------------------------~-------------------;-------------------;--------------------~-------------------+-------------------;--------------------~-------------------r-------------------;--------------------~-------------------~ ~ i i r--------•-- ----f------•-•----°---- ~ -------------•---•-~-----------•-------;------N-©-~----- ~ ' - - ~ - -AST 18"--MIN.-O - --L~----`Zt I N a a TOP dl" HEA6PIAL w ~ ~ ~ ~ 3 PIP ~ m o. , ~ " , SEPARATI _ d
min'--' o---------------- ~ ~ , ~-a--------------------~Lf1L--=-434:2- ~ 4 N ~ . _ : - ~ rtw_WT- - 42 6' v nor-----------_ ~---t~- 430 r----------------- ~ - .W d p N II N Z X Z_
I I , , • I r 428 I I I I I I ___~____________________r_.____..--________.r__.___._-___._____. T_. 1 I 1 ,yQ~j~- ~ ~ _ _E_ ALL _ W 4~! a„Q-~ , ~ ~ ,
N Ila~• ----------------~--------------------~---•---------------~---•--w-W- • - ~ - - - 428 - -
~ I 1 I I t 1 I 1 I I I I I ~ 426 - - - - - -----•-------------r- ~-w---- ---1 ' - - ' N J II ~ ~ r• ~ ~
- ~ - - r . , _ ~ I I , I I I --------------x o ~ PIPS BI~RIED 20~ 1N GROUND
' 424 ~ I I I I -----•----------~-----•----------•--I
-?~Z----------------:--------------------~-------------------:-------------------~--------------------:---- TO-ALL-~ W_ FOR_-A 'UATJ- --l.lE ~ 4 ~ E"_PASSAGE-:-------------- ---i-------------- 42a
I I I I ~ I
422 _________________________a__________. 4_______._ 22 4 , ~ ~ ~ ~ ,
DATUJI ELEV ~ I I I , ______________L____________ _____J___________________~______-__________._l__.________________1________.__________J_________.___-___-._L__-________________1___________________J____.____1_________L_____._____________1_____________._ ___J_____________ _____L_________-
420.00
~O ~N n0i ~t0 ON ON N0~ nN O~ MiA O~ •-0 O~ ODn 000 N~ cV~ N (VN (VNj fV~ (VN .N ~Q OQj 0~^ OG~ ^ ujN <M ip~ N~ ~l1~ O O ~ O N 10 ~ N ~ d Ill d EOM f~M Mn I~~ pp~ E0~ ^N ~m Nd 00
v~ .r~ a~ a~ va ea as as as a° as a a da d~ VN a' 00 ~m <n M~ MN ~fG d~ aft as d~ Q~ aM~ ~M
~ a
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
18+00 19+00 20+00 21 +00 22+DO 23+00
SHEET 9
STEWART-PROCTOR ROADWAY PLANS FOR
ENGINEERING and SURVEYING
DD/1C11 C I /IClA/ Cr1D f C T~~~ ~o„~~~T er ,.~,~~tr,~„ er nn„rte„ntrn .,.,.,..,.,...,.r ~..r ,..,.e...,,.,r ,...._r /'ADD/cr'1A1 CI /D1111/!C!/1A/
r n vI ILL Y /L. YY I- V(j (.J nw rrwI$r:v i )nnLL o~ wrvaiRV~ AND THE ADOPTED ENGINEERING DE LL OL 1VN,')lINU1ICU Irv AttUf%UANLL YYllrl IML rULLUYYINU I'LANZ~ HIV UnAr'ANUNL 1{UAU 3UIIL iUO V/1[If11JVIV .7VUUJYIJIVIY ENGINEERING DESIGN AND CONSTRUCTION STANDARDS OF HOLLY SPRINGS. RALEIGH, NC 27603
THESE PLANS WERE PREPARED IN I PREPARED IN CONFORMANCE WITH THE APPROVED PRELIMINARY PLAN TEL. [phone] FAX [phone] Dom
APPROVED BY THE TOWN. FURTHER BELOW THIS CERTIFIES THAT THE Ti TOWN. FURTHERMORE, THE ENGINEER WHOSE SEAL AND SIGNATURE APPEAR 'IES THAT THE TOWN OF HOLLY SPRINGS ENGINEERING DESIGN AND CONSTRUCTION DATE: 01-24-05 SURVEYED JOB
STANDARDS HAVE BEEN THOROUGH ANY PROPOSED EXCEPTIONS OR DE BEEN THOROUGHLY REVIEWED FOR APPLICABILITY TO THIS PARTICULAR PROJECT. EYED BY HOLLY SPRINGS TOWNSHIP NORTH CAROLINA CEPTIONS OR DEVIATIONS FROM THE STANDARDS ARE LISTED SPECIFICALLY PB-SUNSET
ON SHEETS OF THESE DRAWING SCALE.• 1 = 50' (HORIZONTAL) THESE DRAWINGS. SCALE 1 =50 DRAWN BY BLM WAKE COUNTY STEVE SHIPWASH
1 " = 5' (VERTICAL) DWG. N0.
REVISIONS: PB-SUNSET ZONED: R-10 P.I.N. 0648-63-6209

i
R~ R~ N~ FER
P~'
o Q° s
~ o
2 SITE ~ w"
~ ~
U ~
U ~
a
2 ~ Q ID
iii
VICINITY MAP (no scale)
~i
Q~~L~pb
AUK 2 ~ 10p
~~kt~RQ~AIe.~ _,~,.iq~f~¢sr,.
9 . ;TH CAROB NA
1 IMPACT SUMMARY ' //2 /MPgC7 SUMMARY
z IMPACT TYPE Ft LINEAR Ft. IMPACT TYI
LOCATION (CH AND WL) (CH ONLY) LOCATION PACT TYPE Ft' LINEAR Ft.
1 CH 340 112 2 C CATION (CH AND WL) (CH ONLY)
1 JW 6920 - 2 J' 2 CH - -
1 NB 215388 - 2 N 2 JW 25210 - 2 NB Zt - -
Z2 2085 - Z2 - -
TOTAL BUFFER IMPACT 7473 - TOTAL BUFFER )TAL BUFFER IMPACT - -
TOTAL IMPACT SUMMARY IMMARY
IMPACT TYPE Ft2 LINEAR F LINEAR Ft.
LOCATION (CH AND WL) (CH ONL' L) (CH ONLY)
1-2 CH 340 112 712
1-2 JW 32130 -
1-2 NB Z1 5388 - Z2 2085 -
TOTAL BUFFER IMPACT 7473 -
GENERAL PROJECT NOTES
ALL CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND
SPECIFICATIONS OF THE TOWN OF HOLLY SPRINGS. i
CONTRACTOR SHALL OBTAtN A COPY OF THE CURRENT STANDARDS AND
SPECIFICATIONS OF THE TOWN OF HOLLY SPRINGS TO REFER TO DURING
an CONSTRUCTION OF THE PROJECT.
CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING ABOVE AND BELOW
319 CHAPANOKE ROAD GROUND UTILITIES IN THE AREA PRIOR TO CONSTRUCTION AND COORDINATE
RALEIGH NC 27603 THE RELOCATION OF THESE UTILITIES WITH THE APPROPRIATE AUTHORITIES.
TF~. 919 779-1 X55 FAX 91 Q 77q-1 F~1 ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES
SHALL BE IN ACCORDANCE WITH THE TOWN OF HOLLY SPRINGS SEDIMENT
AND EROSION CONTROL ORDINANCE.

1sr T t
LEVEL S READER pRAINAGE AJ2EA C IFLUSH Q FACTOR LENG H LEVE LENGTH LEVEL SPREADER
#1 0, 2 AC. 0.45 1 0.65 CFS 13 9' ,
~2 0.9 AC. 0.45 1 2.92 CFS 13 38~ 381
#3 0.5 AC. 0.45 1 1.62 CFS 13 22 4 0,2 AC. 0.45 1 0,65 CFS 13 9' , 22 9,
5 0.85 AC. 0.45 1 2,75 CFS 13 36 36' ~
#6 5.7 AC. 0.45 1 14.6 CFS 13 191 191' ~1 144'
#7 4,3 AC. 0.45 1 11,0 CFS 13 144' 30' U INEU~2BED A RS MEET NCDWQ STANDARDS. ~ ~ ~
NRB ZO LEVEL SPRE DE 20' vEGGEETAATEED - Ncowo 1~
NRB Z6NE Z
50' VEG NE 3 0 -TOWN HOLLY SPRIN NRB ZO NSF 4i
BRAYTON PARK I B.A1. 19 , ~ a
Z D: R-30 1 ~ I
I ~ I / O N
1 ~ N I ~ N cp I I
/ 1 1 N LEVE
/ I I / ~ a 1 1 I I ~ v ~ a SPREA #7
1 1
1 ~ I / r. /p
~ ~ ~ ~ ~ 8 J y T
CONT # I / \ ~ ~ .r O,p ~
NER DER • • \ ~ N / ~ \ ~ t~
\ ~ • / ~ ~ ~ .Cif • • ~ rlsr.,o~ ~ . . W F
~ ~ , ~ PEW SP URP a 6 \ ~ W
o
~ \ / ? ~ ~ 9~
~ ~ 10 'RIPARIAN UFFER 'e ~ IS ASURED ROM
. i G ~ 1 0' FR TO OF BA K, ON 60TH SIDES a~ ~
R RB ~ ~
me out . 2a ` ~ ~ MMf.E.i r ~ ~ ~ ~ ? P AT i i ` 11 1 ~ ~o ~ : 1 = 50
~ 4¦.¦.i....r. 1 AI J SCALE , ~ ~ It 4 ~
i i`• i
¦,i+ f.c.s, 1 Z ry / \
2 0 J C 1 S
LEVE 2 D ~ ~ ~ CB# . DE 6 ~ i \ , . ¦ W ¦
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53 24 53 2 ~ rn
~ $ 64 5 5 0 X
62 6 8
65 25
90 51 ~ N
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6 ' 67 91 w, 67 ¦ ~ ~ ¦
,3 L
SCALE: 1 = 50 27 g ¦ ~
7 0 , ~ 85 ~ I
92 ~ ¦ - -
- ~ ~ ¦
~ ~ 28 ~ - - 68 ~ a 72 0 ~ / ~ I
84 ~ a 4 N~ 9 h 4 ~ ~ ~ CALE: 1 = 50 S
wAK E~ oARD 7 47 47 ~
D.a 99m, PG 2 9 ~ ` a PMk 0618-43 89
I
~ 83 46 r ~ (1 i . LI I
~ ~ 94 ~ 30 ti~ 13 ~ ~ 4 ~ S TI
. P 45 / ~
82 • r
1 ~ 0 M
I 1 _ 5 ~ 44 3 / N (U INV. T 4 .80 I =
WIT F.E.S.
~ 43 ~ suRl O 81 ELEVA SURFACEa 4TER , 0 ELEVATION 02.5 /
~ 76 LE -
32 SPREADER ~ /oc APppRpp ~~MMqq ` I YR. F~OOD~AIN 00 ~ ~
LEVEL • ~ ~ 0 ~ 8 / ELEVATION ~ e
SPREADERS ~ ~ N , N 7 ~¦r? i ~ ~ / / I
NV. 0 = 431.40 33 41 PON[ POND ~ OPEN SPACE ~
~ WITH F.E.S. ~ OPEN S / I +~nAN°
~ ' PRIV frfAlN CE ~ G 4 E M T AROU P D c ~ 8 IMPACT
OF 05.5 • 'fOPV ~ A ~
- 34 7 - _ _ 9 ESE M
® ~ wri+i cs ~ s 0~
~ / ~ / _ .
35 _ _ _ _ ,6 RCP IMPACT 3 ~ / Ate.: n.-,~ : I Rey I
WH L r~~^ 0 o rt~nArro .>a~: I
O :a• I ~ / IMPACT .
- i / ~ - ItdPAC ~ CONCRETE r ~ I ~ ~ ~ ~ I
E \ / \ MENT i i 1
~ . - 3
~ ~ N/P 36 ~ °O' ~ f I
/ DORIS YALLIAMS iilii ~ D.B. PG. 140 5 ~ M I O ~ ~ I
¦iiiiiiiii¦ i4 PIN: OB - - 8 Nv our • ue~` J iitiiiiii ZONED: R- I I
~ ¦i ¦ ~ ~
LEVE a ~ ~
DE 6 . 2014, PG. 7 1 ,4 I I I
INV. = 434.50' Ltl JERRY CY H 1/ 1 PIN: 084&04- -792 TH F.E.S. zoNEO: -MV ~ i I
L 1 I I
R 2 Q GRAPHIC SCALE
0'
F, ,oa 200 SCALE: `1 50'
LEVEL 2 IMPACT
SPREA #3 WETLAND IMPACT AREA 25,210 SF, 0.58 Ac. (ua~')
i inn = 1,oa rt
STEWART-PROCTOR
SCALE: 1 = 5O IMPERVIOUS SURFACE TO 8E LIMITED TO 3,500 SF PER LOT AND TO 8E RECOREDED DWQ PLAN FOR ENGINEERING and SURVEYING
ON THE PLAT.
ESTIMATED IMPERVIOUS CALCULATIONS 319 CHAPANOKE ROAD SUITE 106 N 1 V/SIO D UB 0 IS R A G RALEIGH, NC 27603
1 IMPACT DEVELvPER = 4.76 AC. # AC. IN R/W TEL. [phone] FAX [phone]
1/~C ....n.. ~i.n ~n,uun,un \IADTLJ /~AD/11 IAIA
LINEAR FEET OF STREAM' 112 LF SOUTHPAW DEVELOPMEN 1, IN C. AC. IN LU15 = o~ All. DATE: SURVEYED BY V„LJ MULLY ZWKINU~ iVrm~rnr %InRVL-Ilmr
STREAM IMPACT AREA 340 SF. 0.01 Ac. (BASED ON 3500 SF PER LOT)
WETLAND IMPACT AREA 6,920 SF, 0.15 Ac. AC. OPEN SPACE = 0 WASH DRIVE TOTAL IMPERVIOUS _ - 12.39 AC. SCALE 1"=100' DRAWN BY JAT SS-PINEY WAKE COUNTY STEVE SHIPWASH DWG. NO.
® INTERIOR BUFFER AREA (ZONE 1) 5,388 SF 96 SHIP EXTERIOR BUFFER AREA (ZONE 2) 2,085 SF SS-PINEY ZONED: R-10 P.I.N. 0648-63-6209
GARNERN.C. 2 7 5 2 9 = 28.1% FOR SITE REVISIONS:

i
i
FIRS RO
C~~
P~ '
~ ~I
o Q°
h
= SITE
~Q p
a
2~ 4
VICINITY MAP (no. scale) ~
~~6 ~oa~
~a~,s
vE~~pt
9 TH CAROL ~lA
1 IMPACT SUMMARY 2 ~/2 /MPACT SUMMARY
IMPACT TYPE Ft~ LINEAR Ft. IMPACT TYPE CT TYPE Pty LINEAR Ft
LOCATION (CH AND WL) (CH ONLY) LOCATION ~TION (CH AND WL) (CH ONLY)
1 CH 340 112 2 CH CH - -
1 JW 6920 - 2 JW JW 25210 -
1 NB 215388 - 2 NB NB Z1 - -
Z2 2085 - Z2 - -
TOTAL BUFFER IMPACT 7473 - TOTAL BUFFER It, 1L BUFFER IMPACT - -
T OTAL IMPACT SUMMARY MARY
IMPACT TYPE Ft2 LINEAR Ft.
LOCATION CH AND WL CH ONLY) LINEAR Ft
CH ONLY)
1-2 CH 340 112 1-2 JW 32130 - 112
1-2 NB Z1 5388 -
Z2 2085 -
TOTAL BUFFER IMPACT 7473 -
GENERAL PROJECT NOTES
ALL CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND
SPECIFICATIONS OF THE TOWN OF HOLLY SPRINGS.
CONTRACTOR SHALL OBTAIN A COPY OF THE CURRENT STANDARDS AND
SPECIFICATIONS OF THE TOWN OF HOLLY SPRINGS TO REFER TO DURING
CONSTRUCTION OF THE PROJECT.
n a
CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING ABOVE AND BELOW
GROUND UTILITIES IN THE AREA PRIOR TO CONSTRUCTION AND COORDINATE
319 CNAPANOKE ROAD THE RELOCATION OF THESE UTILITIES WITH THE APPROPRIATE AUTHORITIES.
RALEIGH NC 27603
ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES
TEL. [phone] FAX [phone]
SHALL BE IN ACCORDANCE WITH THE TOWN OF HOLLY SPRINGS SEDIMENT
AND EROSION CONTROL ORDINANCE.

LEVEL S READER DRAINAGE AREA C 1151 FLUSH Q FACTOR LENGTH LEVEL _ENGTH LEVEL SPREADER
#1 0.2 AC. 0.45 1 0.65 CFS 13 9'
~2 0,9 AC. 0.45 1 2.92 CFS 13 38' 9' ~~~~y 38'
;~3 0,5 AC. 0.45 1 1.62 CFS 13 22' 4 0.2 AC. 0.45 1 0.65 CFS 13 9' 22'
5 0.85 AC. 0.45 1 2.75 CFS 13 36' 9, 36'
#6 5.7 AC. 0.45 1 14.6 CFS 13 191' 191' ~ 144' ~j
30' UNIT ~7 4.3 AC, 0.45 1 11,0 CFS 13 144' NRB Z~NEURBED
20' VEGETATEED ' NCDWO LEVEL SPREADERS MEET NCDWO STANDARDS. NRB ZONE 2 ~ ~ ~
50' VEGETATED _
NRB ZONE 3 TOWN HOLLY SPRIN N/F
BRAYTON PARK B.M. 19 ,
1 ( Z D: R-30 1 pp I / I ~ I ~ ~
1 M N ( n /
I I 1 1 O N
1 N I I I 1 1 I /
~ 1 ~ I I ~ ~ a ~ ~ 1 I / r,. v a LEVE
rl ~ / SPREA 7
~ E1l~ • 1
CONT $ ~ ~ ~ ~ ~ ~ ? ~ J ~ IA
~ ~ NER v" . ~ i SP DER ~ ? ro R r
~ ~ ~ N ~ ~ ~
~ \ \ ~ wrii r.[s ~ ~ • . lt1 ~ PEI' SP ~ ~ ~ . ~ << ,W ~ F ~ c
\ \ , /r ~ / ~ 9 ~ 0~ . r5 Rr a
_ ~ ~ ~ ~ W
~4 ills s4 , ~ 1?~E DD ~ • •
_ ~ _ ~ ~ • • / aaaaaa aaa~ ~ ~ o ~ \ ~ ~ 9
~ 10 RIPARIAN BUFFER ~ IS ASURED ROM
~ ~ i A ` ~ ~ 9~ 1 0' FR T OF BA K, ON BOTH SIDES ~ ~ \
® ~ ~ r ~ ? ills ~ ~ aaa ¦aa a¦ '~aaaaiMaaaara ae¦ aaa INV, dJ N ~ ~
~ ¦¦®¦¦¦~e¦~~f¦¦o¦e¦¦¦ AP A rrx r.cs • H ¦!'a¦ r. 1 AI e¦ ¦¦¦¦e ~ E 1l0 9 B#11 • o
~ SCALE: 1"= 50' 4 t a, a \
YA1N i.E.S, LEVE z 0 13
DE 6 21 Lay o . C tt E. • 1 S ~
N ~ ~ ~ ® E ~a ~ w
our . +r.eo' ~ wTM res 1 ~ ¦ ¦ ¦
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~ 19 6 ~ ~ 22 0 ~
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23 • - D 1 ~ `
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24 ~ 53 2 C ~ 01
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62 64 5 5
6 8 0
25 65 x ~
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91 67 1
SCALE: 1 50' ~3 _ I ~ ~ i~ ¦
27 ' ~ .J I
0 9 7 z~ 85 c ti /
- 92 + - ~ ~ - J ~ I r r~.s I
28 G _ / - ~ w. _ ~
a V8 r ¦ / 1 I •
84 72 0 4 WAK COUNTY 9 r~ 4
EDUCA o,e. s9~o. Pc 2 9 7 47 47 ~ SCALE: 1 = 50
PIN: 0648-4~ 89 ~
~ 83
r ~ 46 ~ ~ 94 R
30 *,G / . LI ,
~ ~ 4 ,Q / 45 / S TI '
g 1 / 1 2 I r - I
" 31 5 ~ ~ /
- 44 D ('7 x ~ t N
s0 INV. T = 4 .80'
81 43 ~ SURFACES LE 76 a SURFACE ATER I WIT F.E.S~
N ~ ELEVA~N SPREADER 32 ELEVA~N= 402.5' p 0
LEVEL N APpF SPREADER 5 ~ boo YR. ~OOAYR.RFLOOAD~AIN
# ~ N ~ ! $0 ELEI / ELEVATION ~ ~ ~
r? N / NV. 0 = 431.40 7 e I
/ WITH F.E.S. 33 / 41 POND ~ ~ I POND
o N , ~ ~ OPEN SPACE OPEN SPACE ~ I
~ ~ ' PRIV E MAIN CE 8 a #4 E M T AROU P D / / f /
_ 34 ?o. w~nwo I f DAM .5' IMaacr
~ ~ 79 I wri+pii ~ SOp 0 s 405 ~ V. . ESE
ilu ~ ~ ~ / (3)P11~E DD - M ~
'6 RCP IMPACT 35 0~
WN L ~ ~ ~ 3
:i~'P.14pp': ::A 9 • SRO' ' ;.:R.:
IMPAC il4 l7 r; I ~ O WETLMA
\ CONCRETE I I ~ IMPACT ' I ~ .-i I
~ / ~ MENT ~ ~ ~4 ~Ilc alYc I ' I
~ J ~ 3 ~ - r
~ ~ "/F 36 ~I~ I
,Yc , D,gORIS WI PG.M 40 ~ PIN: oa - - s w, ..,aoo, 5 , . ¦¦f¦¦¦¦ ZONED: R- J ~ ~ I
I M I o ~ ~ I
~ ~
LV + EE ~ I
DE 6 a 1
INV. = 434.50 l~ 1 TH F.E.S. ' CRY. 2074 PGH ~
L 1 ~ ~ ~ I I
1 PqJ: ZONED:4 -MF792 S R #2 ~ I
Q 0 I
. E. I GRAPHIC SCALE '
LEVEL a a ~ ~ ~ /
SPREA #3 SCALE: `1 50'
2 IMPACT
IN ;FEET WETLAND IMPACT AREA 25,210 SF, 0.58 AC.
SCALE: 1 = 50 IMPERVIOUS SURFACE TO BE LIMITED TO 1 inch = 100 ft.
3,500 SF PER LOT AND TO BE RECOREDED STEWART-PROCTOR
ON THE PLAT. ENGINEERING and SURVEYING DWQ PLAN FOR
ESTIMATED IMPERVIOUS CALCULATION #1 IMPACT S 319 CHAPANOKE ROAD SUITE 106
DEVELOPER LINEAR FEET OF STREAM' 112 U' AC. IN R/W = 4,76 AC. SON RALIH JVp V EG NC 7 OD' f GA RRI 2 603 ! S! ON
(`r11 ITI Ir1 A tAf nr~ ir-l nn~ ~r?iT i.in TEL. [phone]A55 FOX 919 770_1RR1
STREAM IMPACT AREA 340 SF, 0.01 Ac. J U U I h r H VV U t V L L_ U r' M L IN I IN AL. IN LU 15 = /.63 AC.
Q WETLAND IMPACT AREA 6,920 SF, 0.15 Ac. (BASED ON 3500 SF PER LOT) DATE: SURVEYED BY JOB HOLLY SPRINGS TOWNSHIP NORTH CAROLINA
® INTERIOR BUFFER AREA (ZONE 1) 5,388 SF 96 S H I P WA S H DRIVE AC. OPEN SPACE = 0 EXTERIOR BUFFER AREA (ZONE 2) 2,085 SF TOTAL IMPERVIOUS = 12.39 AC.
GARNER N.C. 27529 = 28.1% FOR SITE SS-PINEY SCALE 1 100 DRAWN BY JAT WAKE COUNTY STEVE SHIPWASH DWG. N0.
I REVISIONS: SS-PINEY ZONED: R-10 P.I.N. 0648-63-6209
i

_ _ _
i
LOCATION, QUANTITY AND PLA I CEMENT OF DRAINAGE
PIPES AND EROSION CONTROL DEVICES MAY VARY
T 0 BETTER CONFORM TD FIELD CONDITIONS.
ALL WORK AND MATERIALS SHALL CONFORM TO
THE STANDARDS AND SPECIFICATIONS OF THE
CI 32 TOWN OF HOLLY SPRINGS. THE CONTRACTOR
STA.2ti81,87 L-2 13.5 RT. TBOC = 451,69' C-12 SHALL OBTAIN A COPY OF THESE STANDARDS
INV. OUT =448,00' P! STA. 22+18.79 L-5 PRIOR TO CONSTRUCTION, 2 ~ ~ = 2144'40"
35 5 2 26 2 3 9 28 24 5 23 R = 2so.oo' 2 22 ,
34 0 R as 27 F4 32 CI s STA.10+38.62 l-5 13.5 LT. 3 3 ~ 1 q T = 61.74 q 9 S A 0+70.14 L-5 13. L. L- !21.06'
EG ~ STA.14+66.48 L-5 13.5 lT, a 17 I „ SN TBOC = 451.32 ~ - SE TBOC 450.45', STA.16+68.49 L S 13.5 RT, TA18+82.06 L- 13.5 LT, TBOC = 438.61' CI 3
12 X8 INV, IN = 447ao' FIR HYDRA INV. OUT :447,00 TBOC =446.92' W/BLC 2 W INV. OUT = 447.50' E 12"X8" RE UCER - M3,19' NV. OUT = 435.20' STA.22+29.69 L-5 13.5 L . '~.5 RT, MJV. OUT a 440.00' ~ W/BLOCKI CL INTR. STA. 5+34.99 l_ i INV out ==4432 so'
ASSEMBLY INV. IN = B~~C 443.20' PU INV. OUT = 443.00' STA. 1 +33.40 L 5
5~ - 0 0 0 0 0 0 0 0 ~ ' • ~
F'
36 M 3 M 14 1 +0 16+00 1 17+00 18• ~ cl afi ' 18 0 N 16 19 00 MH#16 20 00 MH#17 x ~ STA23+1 .94 L-5 .5 L ,
1 ~ 11+00 12+00 13+00 14+OOra 5 OpROP. 8 S N. SEWER H 5 pR P, " SAN. SE R ~ ,~IETIAND IN~ouT =.443300'
M 11 PROP. 8 SA . m 8" D P WATER IN PR p' # o CL INTR. STA. 21+47.1~,j.-1~ N x0 p IMPACT~C ~ ~
STAr-40+00 L-5 P O
PIPE p a 22 0 O a 5 0 ante S A.17+91.58 L-5 13.5 R . p CI 2 ~ ry STA.20+70,14 L-5 13,5 RT, pti ~
STA.10+46.47 L-5 13,5 RT. STA,14+66,48 L-5 13,5 RT. TBOC = 444.77 FIRE HypRA~ o Teoc = 451,4x' Teoo = 4so,a5' ASSEMBLY FIRE HypRAN Taos = a36,62' u • - - ASSEMBLY Nv. ~ _ a35.oo
1 INV. IN :446.80' INV. IN ~ 440,00' ~ INV. IN = 447,30' INV. OUT .446.60' INY. OUT :439,80' INV, OUT =447.10' NV. OUT = 434,80' N a
3~ SEE SH T 7 FOR FIRE HYDRANT HEE 6 OR + N g ~ 2 0 ~a23+ .17 I ti I L-1 ~ o
ASSEMBLY L L-2 8 87 g N 20 x M 3dld 51 PUBLIC R W u, ti ~ 2" BLOW-OFF ASSEMBLY
8 6 5 51 PUBLIC R/W ~ S 9 8 8 8 2 83 4 ~ i v. ouT = a3a. ~
80 1 TN F,E.S. ti - - - t
i C-11 ,fin O CI 5
IMP STA.23+03.80 L-5 13.5 RT. Pf STA. 20+70.16 L-5 o Taos .436.58'
~ = 2657'15" ~ F INV, IN = 431.80' INV, IN = 431.80'
R = 250.40' INV. OUT ¦ 431.80'
T = 59.91' v; out 431;40' L = 117.61' DIS I AT R • •S•
PAD
a 44 6 \ TA,2 +29,89 L- 13,5 R . \
TaOC = 436.03' INV. IN = 432.40'
INV. OUT = 432.20'
#1 IMPACT
LINEAR FEE? OF STREAM 112 LF
STREAM IMPACT AREA 340 SF, 0.01 Ac.
Q WETLAND IMPACT AREA 6,920 SF, 0.15 Ac,
PLAN VI W E FOR L5 PVI STA = 12+50 ® INTERIOR BUFFER AREA (ZONE 1) 5,388 SF EXTERIOR BUFFER AREA (ZONE 2) 2,085.: SF
PVI ELEV = 454.00 -
N A,D, _ -3.11 I~
-'!,in ~ K = 64,35 0 ~ o° ~ ~ 200.00' VC a N
roe ~ a M ~ a+ ~ ~
+~II V W
N ~ ~ V U
Q F-'J m m W 1 f- V1 W W
~ ~ , - ' ' 4 z------•----------'-------------------•--------------------
V ~ ~ ~ - ~ ~ Z~ a___.._ _.______.._______.~_.____.______._____a_____..___.._____..~____._.______.______~___________________._________. , - -P~--S'[~_~_ ' , a~+ss- ,
1 _ ' i ~ ~ ~ i 452 -t.-369•-- - - - ~ _ _ _ - ' PVI STA = 20+00 ~ ; - - 454 , , _ , - PV1 ELEV 432.J0 , Poi->=CI:Yi= d46;9Q
- _ - -1-~- ' ~ - ~ - ----------;------------1------- - " ~ - . ~ I , - - - ----1 ~ - - - - , - i-90---- - - , a;..~ o aa----------------' A,D,. ~ 7.09 - - -
' - ' 450 ~ ~ ~ - --------A------------ ~ I ~ ' ~ 1 r ~ ~ a o ~ - K = A~~37---, - , , , ~---350. -ve--, -
- - ~ j ~ i ~ ~ ~-~Q--=G - z ~ ` , ` , E ' ' rTp 1
I k1 i - --A 448 - ~ ~ A ~ - - ~ - ~ ~ I I , I ' ~ ---------°----U ~ , -----°--------~----------°°-----1-
' ~ r ~T ~ - ~ - a- ~ --T---- ~ ~ ~ , ,
t - rr--- r------ - ,1., ~ ~ ` RATION _ x - ; - r -T ~ < It7 ~ - - - ~ i 446 M - ______r___________________T__________-__.__ . \ J o r ~ 448 II , - r---------------;-- N W ~ ~ ~ ~ I • r°----'- r-----------------
R ~ ~ ~ II- J r- - - -a8- - - - ~ 1 E - i - - + ~ ' - - - 'Q- f?'-'---- ,
' ~ -O - - - ARA P w 444 ~ - - - " ~ - r t --r--------- 446
r---- r . N p ~ N N ~ I~ - - ' +a a 03x - - \ ~ N ~ , d -"Q - - - , VI W - - ' ~ --r°---- ~
----r------~~-M1-----*-----------•+-W- r----M---Jd`- I ~a II _ + ' 442 tv-• r------~-li-~-----~------------- --------------------',~----a--:-~I--------.------- ~ P!P ~ , ' ' W -W------------- ;"t + 444
I - - - - - o~ r ~ ~ \ ~ V- gyp, - mss--- ~ 6 N ' ~ ~ 1
II ~ ---~w ~ . N ~ ~ ~nu1 tow ~ a W 0 ~ - - - - I , , r _ , , ~ ~ II - - - 442 ' , , i i
440 c3-----o•--•---------•---------~----------• - - - ~ ~ , r J~ ---------~------~W-o ---~-------------------~--------------------,~----?~d - 0 0 - - - • > t - i , ~ i i , ~ ' _____y____________________
. ~ , Oa-OAN---•----•------•-------~--------------------,~------ k~'~-----~-----•------•------~--------------------~----~~ ~ ' ' , 2 ~O MM ~ ~ IO - ._1. ~ , - ~ - ~ j -18'-~--~- - - ~ Z ~ _
' .h d -----~-----------------•-I O ~ ~ II - ~~iD.~----- PI'C'' tv+-N- ~ ' Q ~ ~ ~ - - 40 ~ A5 ~ _ ~a
' I ~~~0 v~iaw Tr-p--~---~ - ~ vv , ~ ~ ' Sf' HJ 7 ---f-°~-~---° - - -----i------------ - - - ----------~--t~ - N
436 ~ mtcr?~ `r° N - _ rs- _ - ~ - - - - ' ~ I - ao ~ ~ - - - - - - - - ' ---t2» ~ \ ; ~ r ~ I; - t------- - 438 WA - J-p----~------- ~ g ,
-----------1-------------------~---- ~-Z ~ ---------t-------------------~--------------------~-------------------~------ z z z -------------'--------------------~----N ~ n ~a~ - - , , , ~ - - 436 ,
434 - - - ~ ~ - ~ ~ ~ ~ IAw00 ' yy I ' ~ , ~ Z 1 ' __._1 ~ ~ ~ _ ,
I------------------- ~ I ' ~ 16" MI . - 'F, "PVC-SAN: SEYIEi1-0~331r------'- U O Z .L - - - ~4 , N - -
432 ~ - ~ - , F- , , I J - , ~ w
T-------------------'~ ~ , f ------.-------------------i-•-'- ----i----°r=r-:---•--.-----------_ ~OO---------- ~ PIPE W ~ + QN III J . °---r----'--'---°-' - ' _ ' - - I moo ~ ELEV= ;414,6' -18 -Q - -j,----fir 432
T________________•__ , ' ______.______T____________._._____I____. it r___________________~__..____-________-_ i_______. _____.______r._______ r°----- 430 , ' I r_ T________ I i___________________ 1 ' 1____________________f______.____. ______.r____.___ r- ----r-°--------------- ~ r-------------- r N-©~ - - - - ' - 1 " N I!. C7 Q W ~ N~ ' I ~ ~ N d ~ ~ TOp OF NEA6WAL ~ -A~ - tB--AUN,-~
I I T__________________ ' i , r i i I ' ~ a-"~----- ~ v. ~l _ 4 3) PIP ~ SEPARATIbl11 ~ ~ ~ W I a a M o-• r--------- a ~C1:1L-- 434:?- ' ~ MO N N r----'---°--- r•- w v 430
' r___________________~________ 428 ' E _ALL- Z , r_ _.r___________________r.-_____._____W _ ~ , , i ~ , ' , , ,
i I .r-- N - h~' -~------------•----°~------~-~-j--••-~--------------------~r----°-------------*----- >~"-All - - ---r- --r -
426 ' - r W ~ II II H ~ r ~ - moo. ,
i i i ? i , -~z~~- =-O z - - ' m ~ F'•- - _
424 ~ r , _ _ F _ - I PI~~ B RIED 20~ 1N GROUNd '
°Z Z ' - - ' ' -i- ~ ~ TO- ALL_' W FQR A T ' , , _____(QUA__J~__L.LEE:_PASSAGE_'_______ ' , ~ 424
422 , , , I
' ~ I , , ---a
A ELEV ' I 420.00 , ~ I ______1_.______._____..___.1__________.______-._'____.____..._______l.________________. _J_.. -__.L______.- i ~
~O ~N X01 ~tp ON ON N~ n~ N~ M~ M O O ~ i
N~ N~ N~ N N~ CJ fV 'N 'M ~ 00 Or `~00 ~O O~ OOn 00~ d~ a~ N~ ~N ~N ~N O'- It70 X01 000 ~f~ ~I~ ~ IAN dM aoM n~ r?n r`~ roo m~ nN r~ N~ o 0
~ ~ ~ 'd d ~ ~ d d ~ ~ ~ N a ~ N a O ~ ~ ~ a ~ O O a ~ d a a a v a •r ~a ~a as as va Q~ dQ ~ ej MM MM M1 MIN Mtn Mm of i} ~ Q~ y~ ~a a~ ~a ~M
t
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
18+00 19+00 20+00 21+00 22+00 23+DO
SHEET 9
STEWART-PROCTOR ROADWAY PLANS FOR
ENGINEERING and SURVEYING
f"~T! lF II } I/I ~'/1/ lam/ ID I h TIJIC DD/11cPT cu A11 1]r nn~lnrnl ir.-. rr nnlinrni ir,--n _ 1 A!\IAAI I w1l~~i• .
I ~VI ILL V IL rr ! V!1 (~J J rnVVL%,i )nnLL DC wn,3irNUUjt ANDES E THEPLANSADOPTEDWEREP ENGINEERINGIN D JGINEERING C wN~irNUt,itU IN AtUUKUANGt WITH ifit WI-LOWING PLANS 319 CHAPANOKE ROAD SUITE 106 DESIGN AND CONSTRUCTION STANDARDS OF HOLLY NGS. VAKK~SUN JUUUIVISIDN ED -v w- 'REPA REPARE IN CONFORMANCE WITH THE APPROVED PRELIMINARY PLAN RALEIGH, NC 27603 TEL. [phone] FAX [phone]
REPAREDDESKCO TH APPROVED BY THE TOWN. FURTHERM(
BELOW THIS CERTIFIES THAT THE TOM )WTHAT . FURTHERMORE, THE ENGINEER WHOSE SEAL AND SIGNATURE APPEAR THE TOWN OF HOLLY SPRINGS ENGINEERING DESIGN AND CONSTRUCTION
STANDARDS HAVE BEEN THOROUGHLY ANY PROPOSED EXCEPTIONS OR DEVI) :N THOROUGHLY REVIEWED FOR APPLICABILITY TO THIS PARTICULAR PROJECT. DATE: 01-24-05 SURVEYED BY JOB HOLLY SPRINGS TOWNSHIP NORTH CAROLINA 'TIONS OR DEVIATIONS FROM THE STANDARDS ARE LISTED SPECIFICALLY PB-SUNSET
SCALE: 1 " = 50' (HORIZONTAL) ON SHEETS OF THESE DRAWINGS. ESE DRAWINGS. SCALE 1"=50' DRAWN BY BLM WAKE COUNTY
1" = 5' (VERTICAL) DWG. N0 STEVE SHIPWASH .
REVISIONS: PB-SUNSET ZONED: R-10 P.I.N. 0648-63-6209

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U o AUG 2 5 2006
2~
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VICINITY MAP (no scale)
9 TH CARO~NA
~ MPACT SUMMARY 2 ~/2 lMPACr SUMMARY
IMPACT TYPE Ft2 LINEAR Ft. IMPACT TYPE ACT TYPE Ft' LINEAR Ft.
LOCATION (CH AND WL) (CH ONLY) LOCATION ATION (CH AND WL) (CH ONLY)
2 CH - -
1 CH 340 112 2 CH 1 JW 6920 - 2 JW 2 JW 25210 -
1 NB Z1 5388 - 2 NB 2 NB Z1 - -
Z2 2085 - Z2 - -
TOTAL BUFFER IMPACT 7473 - TOTAL BUFFER II AL BUFFER IMPACT - -
TOTAL !MPACT SUMMARY MARY
IMPACT TYPE Ft~ LINEAR Ft. LINEAR FL
LOCATION (CH AND WL) (CH ONLY) CH ONLY)
1-2 CH 340 112 112
1-2 JW 32130 -
1-2 NE 215388 - Z2 2085 -
TOTAL BUFFER IMPACT 7473 -
GENERAL PROJECT NOTES
ALL CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND
SPECIFICATIONS OF THE TOWN OF HOLLY SPRINGS.
CONTRACTOR SHALL OBTAIN A COPY OF THE CURRENT STANDARDS AND
SPECIFICATIONS OF THE TOWN OF HOLLY SPRINGS TO REFER TO DURING
CONSTRUCTION OF THE PROJECT.
an
CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING ABOVE AND BELOW
GROUND UTILITIES IN THE AREA PRIOR TO CONSTRUCTION AND COORDINATE
19 CHAPANOK ROAD 3 E THE RELOCATION OF THESE UTILITIES WITH THE APPROPRIATE AUTHORITIES.
RALEIGH NC 27603
ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES
TAI Q1Q 77Q-1S2~,~, SAY Q1Q 77Q_1FF1
I L L J I B .7 I V ~.l ...1 I n/\ I I V V I SHALL BE IN ACCORDANCE WITH THE TOWN OF HOLLY SPRINGS SEDIMENT
AND EROSION CONTROL ORDINANCE.

LEVEL S READER DRAINAGE AREA C 11sT Q FACTOR LENGTH FLUSH 'OR LENGTH LEVEL SPREADER
#1 0.2 AC. 0.45 1 0.65 CFS 13 9
#2 0,9 AC. A.45 1 2,92 CFS 13 38' ~ ~ -
~3 0,5 AC. 0.45 1 1,62 CFS 13 4 0.2 AC. 0, 45 1 0.65 CFS 13 22 ~ 9
5 0, 85 AC. 0.45 1 2.75 CFS 13 36' ~
#6 5.7 AC. 0.45 1 14.6 CFS 13 #7 4,3 AC. 0.45 1 11,0 CFS 13 191' ~ 144'
NR UNpISTU~tBED B ZONE
20' vEGG Tpp,,TEE - NCDWO LEVEL SPREADERS MEET NCDWO STANDARDS. NRB Z~NE 20 ~ ~
NR VEGETATED _TOWN HOLLY SPRIN B ZONE 3 N/F ~1
BRAYTON PARK I B,M, 19 >~i
I Z D: R-30 1 I ~ I ~ ~
i ~ I i ~ N I ~ I N co O
1 N
1 I N ~ I I ( I ~
~ ~ 's a r I I ~ ~ ~I ~ a LEVE
~ I r 1 ~ ~ ~I „ SPREA #7
~ ~ ~ ~
CONT 8 ~ ~ ~ J ~ ~ # ~ ~p
~ NER . L ~ ~ i ~ 5 DER .r' - YO T R~
~ ~ ~ ~ ~ N i !la~.ar , ~ ~
W tc
0~ . Rp ~
\ ~ ~ ~ W
~ o
\ ? ~ 9~
~ ~ IS RASURIAN BUFFER G ~ ED ROM
9 1 0' FR TO OF BA K, ON BOTH SIDES ~B ~ \
® ' ~ •~a~ ® ~ AIK out. Z6. ~ s ~ ? ti ti ~C`
®ae¦ ee'e¦ ¦t!®®'a¦e'~fts 1 AI ¦tii®f¦ , E TIO B#11 ~ ~ e#~~ ~ SCALE: 1 = 50
4 ~
writ r.es
LEVE 2 13 N 0 DE 6 2 c6 ~ ~ \ 1 S ~
# - ~ /s ~ ® E ~ w
ov, our . ~r.eC ~ , J ~ .
0 w>H r.cs 1 l'n ~ <i
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~ 7 6 I T •
VEL 5 E ~ LVL t. - D 1
23
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XI ~
24 ~ 53 53 2 c o, ,
o a
62 64 5~ 5
6 8 0 X
25 65
90 51 ~
U~ R ~P 6 N / 6
5 26 , 0
6 w ~ I
91 67 67 ~ ~ ~ ~
" 3 SCALE: 1 = 50 l.- ~ ~ ~
27 0 9
7 , 85 wv ~ I I
92 - _ l ?u
- - ~ - - 28 Nv. r ~
0, 68 72 c / 1 ¦
N 84 , WAK COUNTY 9 an ~ 4 I
EDUCAT D,a 9s~o. Pc 2 - : 7 47 SCALE: 1 = 50 47 ~
PIN: 0648-43 d a
~ 83
f ~ 46 ~ ~ 94 ~ 46
30 ~ ~G , ~ . ~ - ~
4 ,Q / 45 / ST TI '
82 ~ 1
N 31 5 ~ ~ / i o 0
44 / M X ~ / N
W =0 81 / INV. T = 4 .80'
43 sl SURFACE ATER ~ WIT F.E.S/ ELEVATION@ 402.5'
LE N 76 ELE SPREADER .N 32 ~ / 0 ~
LEVEL N / ~OOAYR.R~LOODPLAIN ~
SPREADER 5 ~ ~ # ~ N ~ ~ 80 / / ~ ELEVATION ~ / ~ ~
r? N 7 NV. 0 = 431.40 / / / ~ ~ ~
33 ~ WITH F,E,S. 41 / PO POND /
e ~ ~ / OPEN OPEN SPACE ~ ~ / / I
~ ~ A #4 ' PRIV E MAIN CE 8 E M T AROU P D / / I NETLAND
- - 34 ?o• p pM 5 IMPACT
~ 7 v ~ 9 a . a,T . 4 SOP O f 405 ~ ELEV.
wnl vts ~ ~ ~ / ~ (3~PI~E OD - M ~
'6 RCP IMPACT 35
WH L ~ 3 ~
9 ~yEC•: k / ~ RO' ,.far. I
- IMPAC ~ - ~ ~ / ~ ~ ; ~
~ CONCRETE ~ ~ O IMPACT :::r _,a~;
~ ~ ~ ~ / MENT ~ 1 ~ ~ ~ 1
oN ~ _ ~ 3 _ / I I
N~ ~ 36 alr . ar ii¦¦¦ DORIS WILUANS
¦¦¦i¦iiii 1/ D,B. PG. 140 5 ii i¦¦i¦ ~ PIN: OB - - 8 Mv. our . u6.oo' ~ M I
iiii ¦ !tt!!tt¦ ¦tlttf¦ ZONED: R- J tom, ¦ _ O ' ~ ~ ~ ~
~ ~ , ~ i
LEVE I
DE 6 a
INV. = 434.50' lr.J ` JERRY NCY H TH F.E.S. ~ 1 .2o~a, PC, ~ r ~
L PIN: 0648.04- -792 '
R 2 1 ZONED: -MF
Q GRAPHIC SCALE
0 .E
LEVEL
SPREA #3 SCALE: `1 50' 2 IMPACT
~ ~ WETlANO IMPACT AREA 25,210 SF, 0.58 Ac.
SCALE: 1"= 50' IMPERVIOUS SURFACE TO BE LIMITED TO 1 inch = 100 ft»
3,500 SF PER LOT AND TO BE RECOREDED STEWART-PROCTOR
ON THE PLAT. ENGINEERING and SURVEYING DWQ PLAN FOR
ESTIMATED 1MPERUlOUS CALCULATIONS #1 IMPACT 319 CHAPANOKE ROAD SUITE 106
DEVELOPER AC, IN R/W = 4.76 AC. LINEAR FEET OF STREAM 112 LF r~ n l l TI I n A ~ e ~ n r~ ~r I n n? ~ r r, i T i? i n ~ .,rte , GARR! ON SU DI V B !SlON RALEIGH, NC 27603 TEL. [phone] FAX [phone]
STREAM IMPACT AREA 340 SF, 0.01 Ac. --)UU i rIrHVV ut VtLUt-Mt iv i, 11\4U N = AU.
Q WETLAND IMPACT AREA 6,920 SF, 0.15 Ac. (BASED ON 3500 SF PER LOT) DATE: SURVEYED BY JOB HOLLY SPRINGS TOWNSHIP NORTH CAROLINA
INTERIOR BUFFER AREA ZONE 1 5-388 SF 96 S H I P WA S H DRIVE AC. OPEN SPACE = 0 „ SS-PINEY SCALE 1 =100 DRAWN BY JAT WAKE COUNTY STEVE SHIPWASH
EXTERIOR BUFFER AREA (ZONE 2) 2,085 SF TOTAL IMPERVIOUS = 12.39 AC. GARNER N.C. 27529 = 28.1% FOR SITE DWG. NO.
REVISIONS: SS-PINEY ZONED: R-10 P.I.N. 0648-63-6209
I

i
LOCATION, QUANTITY, AND PLACEMENT OF DRAINAGE ~
P1PES AND EROSION CONTROL DEVICES MAY VARY
TO BETTER CONFORM TO FIELD CONDITIONS.
ALL WORK AND MATERIALS SHALL CONFORM TO
THE STANDARDS AND SPECIFICATIONS OF THE
~~ic TOWN OF HOLLY SPRINGS. THE CONTRACTOR
C_1P SHALL OBTAIN A COPY OF THESE STANDARDS
p 32 PRIOR TO CONSTRUCTION. P! STA 22+ 1879 L-5
TA.21+81.87 L-2 13.5 RT, TBOC = 451,69' 2' ~ = 27'44 40 2 R = 250.00'
NV. OUT =448.00' ~ 2~ 26 4 2 3 . 5 22 T = sr.~4 2 a
29 28 35 3 0 21 a 9 STA. 0+ 0,14 l- 13. L . L - 121.06' TA18+82.06 L- 13.5 L . TBOC ~ 436.62' a 3
34 CI 6 QR p 14 32 3 T q 7 R TBOC =443.19' NV. OUT • 435.20' ~ ~~2+29.8436.03' 'S L .
F T ~ STA.14+66,48 L-5 13.5 L, 5TA.16+68.49 L-5 13,5 RT, 12") STA.10+38.62 L-5 13.5 L . 33 E~ Tsoc = 451.32' Teoc ==450.45' , f 13.5 RT, 12"X8° RE UCE INY. OUT = 440.00' ~ 2' W~BLOCKI CL INTX, STA. 5+34,99 L-1 NV. OUT ~ 432.60'
SN FIR HYDRA INV. OUT 447,00 ' ~6•92~ WEE SEE NV. IN =447,70' EE Y INV. ~ =443.20 ASSEMBL W NVV OUT = 447.50' N4V, OUT =443,00' STA. +33.40 L-5 I' ~ f Q
(.~2 o ~gl. - I
~ P 0 5 0 0 0 0 ~ (a CI 46 -
- MH 16 0 04 MH 17 x ~ ~ TBOC3+ =9436.82' LT, 18 0 H 16 19 00 # 2 # ~
17+oD + M 14 14+OOao 15+OOp Op. 8" S N, SEWER 16+00 H 15 R P SAN. SE R ~ ,~iVETLANO INV OUT = 433,00' R P. ~0 ~O INPACT€
36 '0 11+00 M 3 12+00 ~I~ 13 00 1 SA , m 8 DIP WATER IN 0 N
M #11 O PROP, 8 00 a42 ti a ~ _
CL INTX. STA. 11+47J,~.1.4~~ S1A~-f0+00 L-5 p~8 P 0 O p 5 0 S A.17+91.58 L-5 13.5 R. E ~p STA.20+70.14 L-5 13.5 RT. O ~
E Q CI 2 STA,14+66,48 L-5 13.5 RT. TBOC = 444.71 A$SEMBL7 FIR H RAN TBOC = 438.62' p E ~p NY. IN ¦ 435,00' .0, a ASSEMBLY
PIP STA10+46,47 L-5 13.5 RT, TBOC = 450,45' INV. IN = 410.00' ~ ' O TBOC = 451.46' ~ INV. IN = 448.80' INV. OUT = 439,80' NV. OUT = 434.80' NO !D ~ i OR + ~ 2 0 ~~23+ .1 ~
O INY. IN = 447,30 INV. WT = 446.60' INV. OUT = 441,10' E ti I 18 0 L- ~ 1 g N 20 x ~ nn 3did 2" BLOW-OFF ASSEMBLY
SEE SH T 7 FOR FIR HYDRANT ~7 51 ' PUBLIC R W .v F
37 8 ASSEMBLY 6 8 L-2 $ I V. OUT = 434. ti~ -
8 8 is R w ~ 83 ~ 51 PURL / $ 2 9 1 TH F.E.S. ~ `~v CI 5
80 i C-11 ~ ~ STA.23+03,80 L-5 13.5 RT. ~ O T80C = 438.58'
P1 STA. 20+70.16 L-5 INV. IN = 431.60'
~ = 26'ST 15" ~ F INV. IN ¦ 431.60' INV. WT = 431.80'
R = 250.00 + V. OUT 431,40' T = 59.91 DIS I AT R • 'S•
L = 117.61' PAD
a a4 ~ ~
STA.2 +29,69 L-5 13.5 RT. ~ TBOC ~ 436,03'
INV. IN ~ 432,40' INV, OUT = 432.20'
#t IMPACT
LINEAR FEET OF STREAM' 112 lF STREAM IMPACT AREA 340 SF, 0.01 Ac.
WETLAND IMPACT AREA 6,920 SF, 0,15 Ac.
® INTERIOR BUFFER AREA (ZONE 1) 5,388 SF
PAN VIEW FOR L5 L EXTERIOR BUFFER AREA (ZONE 2) 2,085 SF -
PVI STA = 12+50 '
PVI ELEV = 454,00
N A.D. _ -3.11 o ~ K = 64,35 0 ~
u7 ~ o + N 200.00 VC ~ N
O~ ~ ~ N+1 In ~ O+ a ~ ~
+ to N ~~II U U W
N m m j j
QHJ W W f inW
fA
, i , ~ I I I i I ~ ~ 454 = -i ' -Aa4-STA-k-22+Z5- - - - - 454 • - ' PM STA; 20+00 '
- ~i~_ ~ _ , _ _ - PVl ELEV 432,_7,0 , _ A.D. ~ 7.09 ~ ~ -
- --1. _ - 452 -------------------•--------~-38fG- - - - - - _ - - i ~ i , ~ --o ~_---------------r~----------------•--------------- --~---K-_ - - - - - - - 452 i r i1.$-~- 1:90---- a o g.37- , 1 ~ ~
i ' 2. _ _ ___________________J_.__.._.____._..____~.-...___ ___________Q _ L..-_____.._____-.__J_._.-.-...__._. ____J. __._______......._.L __._._-1. J_________ ___________L...___ _ _____...._L__. 1--_~_1-..___ J_._.____________..__L.________________.- i I i ,
i i i = i ~ ~ ~ ~ i r i i i i i i ' M I i ~DDOq~ VC N d ~ ~ ~ ~ ...................L____-______ _.~..1__.._-.-..._..__...J..____._-_..--._..__ • L...._..-....-...-.-1.-.._....•..._...--J.--._._-.1___--_.--L.....-.-.-.__..-..-1.-._.___...-... .-J-.__..-...-.. SO d 4 ' ~i
50 ~ ~ - , ~l'1' ~k ~ ~ ~ ~ ~T~,~ - "'h`I(~' ~ ice- , - ~ ~ ~ - OEM \ , > 1
~ , 70 ----------------~---------•---------1-------------------~----•----' --1----- o
448 - - \ m ' o 00 f?"-'---
- - ~ fR ~ f - F- `h~ ~ ' II < ~ ~ ~ ~ I - RATION------_--' _D_q,39x __~____..._____....____~___.J _ _ag_ _ _________p _ _ r ~ -----'------•-----•------'------------------°i - d---•----•------' ± ~ ~ ~ - ce?------- 446 i r -d r t?- d M • ~ ~ N d
446 R N ~ N ARA ~~E $ ~ ~ \ _ _ f___. i._ ~ 1~ i_ 'til------- '..--r._. r._.------......._..r-°-------------•i---------~0 ~----r-----'_°..'•-_.-..T. -'-i-----•--•-•-° -
„ f------~ ono - - - ~ , ~ ~ i i ~ N I ' f O_N__._ ~ ~ ~ - ' U U VI Lai •-------j - ~ N - r-------- 444
444 n~-Q- v--- f----N,~n i------------•---•----------------------- o . o N ~ ~ •03x ao
' + d a N P1P - ' f_ 1 ~ ' ~ ' N ' O 1.~ _ _ B ' ~ - ~ II - ~ - - - ' - - - - - 442
---------~------.-----~---------------------------------------------~----a- . II 442 - I N ~ ~ ~ w ~ ~ ~ - - - - - \ ~ I I> I U
~ ~ ~Wo iA10N ~ NW ~ t--------- - - , .W ~ 4 -----~--------------------~--------~--•--j---~ - - • 40
1-- 440 ~ Jo;-- , , W , ~ I ~ ~ ~ - - IO ' ' ~ y - - '----------Z ~ ~ "
t5~ • a ~ ~ =O5 ~ ~ ~~?oo ~ P4 , ~ ~ I ~ +a~ 38 _ o ~ r - , ~ ~ ~ 4
a ~O ~ + r-------~-------------------;--------------------'~-------------------~-------------------;------------------- ~-------------------~-------------------;--------------------~----o; 438 iv+-N-~ a t ~r vv-----' • II 3
• f---~-~ Q~ ' a w 1r >r ~ ~ ~ ~ a ---t2M-p - ~ - 3--- - ~ ~ WAT f ~ _ ~ J ~ c~ a - - - - i
- - -N-N-- 436 ~mvJr?~~---;-------------------~,----•---------------;~----•--------------~--------------•----~,-----•--------------~-------------------~-------------------~,--------------------`------------------ - - - - - - ~>~F ----,1`1€--- - - --m 436 - - ~ - -----y / m a J - - - '
Z~ Z Z Z ~ ; ~ ~ ~ ~ ~ ~ W 00-----~ i ' - - F - - -----1----------- 16- Ali-=- -----------•-i - - - 34
434 - ' - - - . ~ ~ oo 4 'F, "PVC SAN: SEWHt-0-033A------'- U r ' N ' : ~ d~ ~ - ~ -
~ ~ 2 O u-----~----•----------- ----r 1----------------•--' 1- --'r-------------------'--------------------'-------------------'--------------------'------------•--- ~t~'-- ' , ~ ~ F } O.N III ~ i i IPE W
432 ~ -------------------I- ?00-- - - - - - - -01432 m 0 o ELEV= ,414.6' 16" ~ IM. ~ a wi Nd I ~ ~ • o--- - - 18"-MIN•-
~ 1 ~ ~ _________i___________________i___._..._______-______..-_._________.___i______.__________..i_..._.____.___.____ i•__. _._____...______i_ i_________________ , , r---•----------- ----'------N-©- : --,•-----------TOP OT HEA6WAL - - 3 PI'- ~ ~ w, a d N ' I N d M V. jN 42 ~ ~ I SEPARA1i~ o~ _I • d ~L~~F--=-434:2--~~- --4z s' - -----~-------------------;-------------v w---------- _ -----~---~K 430
T______________ ____f____-. ___________1_ ~ i .._.______I .______._______.____;___..___.____.._____f______.___.___._._. i__._________.._. 430 i i ' - r------ >n -o- ,-p-- r- a- - ~ .w ~ ~ NN ~ E z ' d MO I ~ ------------------w J
' r- r---------- :CC M ~ ~ ~ I ~ NIA r .
428 - - - } - -rMi~i~------•-•------------------•---------~------••-----------~---•--w-W-~-----,-•------•-----------,r---------•---------~•------- - - - - - - w---- 426 - - - -r J noa , N Ild~-u------•----•----~--------- ~ ~ - - - - -
~ 6 p ~ ~ moo. > ~ _ ~ '
426 r-------------------,--------------------~-------- - - - -------------------~----------N .:rr~~---------------- ~-o Z '--------------------r-------- - - - - - - - - - - 426 F-_ PI~~ Bl{RIED 20~ ~N GROUNd •
r ~ ~ ~ ~ - Z Z ~ TO- ALLQW_ FQR_.A~UATI~--I.LEE:-PASSAGE-t-------•------- - - - 42a
424 ~ ~ ~ ~ ;
---~--------------------~-------------------a--------------- -----F----------
422 ~ 422
I ~ ~ ' ~ ~ ~ L_____._-_.________.1-___.__.__. __..._._J_.._.._____...__.__ I ' I i ~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 _ _ _ _ _ _ _ _ _ _ _ _ _ J_ _ _ _ _ _ _ _ _ _L _ _ _ _ _ _ _ _ _ _ _ _ __1 _ _ _ _ _ _ J... _ _ _ _ _ _ _ __.L _ _ _ _ _ _ _ _ _ 1 _ _ _ _ _ _ _ _ _ _ ~ L-_ _ _ _ _ L _ _ _ _I__. _ _L. ~ I 1-_--..........-...-J-----••--• I
DATUX ELEV
420 00 r I!) ~ d
'p 0000 I~tO OOa ON tpN N~ IAN NM N1~ 00~ O~ •"pOp ~O ~N ~N O N 0~ f0 ~ ~p O O00 ~r nfp ~~(1 de ~ OOM IAN r~ M~ h~ 00p WIA nd ~O N00 OM r
fV~ INS N~ ~(V ~r1 AIM ~(V N~ O~ O~ Od da ?d d,a ~ ad M17 ~N ~O MQi MM Mm 1'11A MN MN 7 d d d d d d d d M1 d 17 d M d 17 d f1 ~ dd dd d dd dd dd dd d d d d
.Opp a~ a~ ad. +t~ ad `~d d ~ `tQ ad ~
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+I 18+00 19+00 20+00 21+00 22+00 23+00
SHEET 9
STEWART-PROCTOR ROADWAY PLANS FOR ENGINEERING and SURVEYING
r, r.~,r~r r i nrur rnn r r IVISION SUED ~ nr nn.,nre,in~rn .nnnenuinr aanTU Tuc cN Il1WIAIC DI A?IC 319 CHAPAN(lKF ROAD SUITE 106 _ GARRISON
I-'KU!' I L L V I t VV t UM LO A i wrva AND D THE THE ADOPTTED ED E NGI NEERIN WlALL OL I.VN3 IR ILICV IN AWVRVMIVVG WTI 111 n11- 1 vl.wTV-w I grew DTED ENGINEERING DESIGN AND CONSTRUCTION STANDARDS OF HOLLY ~PRINGS. RALEIGH, NC 27603
THESE PLANS WERE PREPARED WERE PREPARED IN CONFORMANCE WITH THE APPROVED PRELIMINARY PLAN TEL. [phone] FAX [phone]
APPROVED BY THE TOWN. FUR BELOW THIS CERTIFIES THAT TI THE TOWN. FURTHERMORE, THE ENGINEER WHOSE SEAL AND SIGNATURE APPEAR ERTIFIES THAT THE TOWN OF HOLLY SPRINGS ENGINEERING DESIGN AND CONSTRUCTION DATE: 01-24-05 SURVEYED BY JOB HOLLY SPRINGS TOWNSHIP NORTH CAROLINA
STANDARDS HAVE BEEN THOR( ANY PROPOSED EXCEPTIONS 0 AVE BEEN THOROUGHLY REVIEWED FOR APPLICABILITY TO THIS PARTICULAR PROJECT. D EXCEPTIONS OR DEVIATIONS FROM THE STANDARDS ARE LISTED SPECIFICALLY PB-SUNSET
ON SHEETS OF THESE DRA' OF THESE DRAWINGS. SCALE 1"=50' DRAWN BY BLM WAKE COUNTY STEVE SHIPWASH
SCALE: 1 " = 50' (HORIZONTAL) DWG. N0.
1 " = 5' (VERTICAL) REVISIONS; PB-SUNSET ZONED: R-10 P.I.N. 0648-63-6209

20
O~
i
R~ FER
P~'
~
o
= SITE
~ ~
U ~ U
2
4
VICINITY MAP (no scale)
I
PUG 2 5 2006 Q~6~~~~~
~SZ~
9 TH CAR 0~1 N A
1 IMPACT SUMMARY 2 ~/2 /MPACr SUMMARY
IMPACT TYPE Ft~ LINEAR Ft. IMPACT TYP ACT TYPE Ft° LINEAR Ft.
LOCATION CH AND WL CH ONLY) LOCATION :ATION (CH AND WL) (CH ONLY)
1 CH 340 112 2 CF 2 CH - -
1 JW 6920 - 2 J1h 2 JW 25210 -
1 NB 215388 - 2 NE 2 NB Z1 - -
Z2 2085 - Z2 - -
TOTAL BUFFER IMPACT 7473 - TOTAL BUFFER TAL BUFFER IMPACT - -
TOTAL IMPACT SUMMARY MMARY
P T TYP Ft2 LINEAR Ft IM AC E LINEAR Fk
LOCATION (CH AND WL) (CH ONLY (CH ONLY)
112
1- 2 CH 340 112 1-2 JW 32130 -
1-2 NB 215388 -
Z2 2085 -
TOTAL BUFFER IMPACT 7473 -
GENERAL PROJECT NOTES
ALL CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND
SPECIFICATIONS OF THE TOWN OF HOLLY SPRINGS.
CONTRACTOR SHALL OBTAIN A COPY OF THE CURRENT STANDARDS AND
SPECIFICATIONS OF THE TOWN OF HOLLY SPRINGS TO REFER TO DURING
CONSTRUCTION OF THE PROJECT.
an
CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING ABOVE AND BELOW
GROUND UTILITIES IN THE AREA PRIOR TO CONSTRUCTION AND COORDINATE
319 CHAPANOKE ROAD THE RELOCATION OF THESE UTILITIES WITH THE APPROPRIATE AUTHORITIES.
RALEIGH NC 27603
ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES
Tai non ~~n1Q~F ~nY Q1Q 77Q_1FF1
I LL. Z-7 1 0 1 1 ~l Uu~l n/~ J I i i r vv r Jrl/ALL OL IIV HIiI~VRUHIVIJL VVIIrl IME- IVVVIV Vr MULLl JrRIIVV7 JCVIIVILIVI
AND EROSION CONTROL ORDINANCE.

LEVEL S READER DRAINAGE AR A 1st
E C I FLUSH Q FACTOR LENGTH )R LENGTH LEVEL SPREADER
#1 0,2 AC. 0.45 1 0.65 CFS 13 9
#2 0.9 AC. 0.45 1 2.92 CFS 13 #3 0.5 AC. 0.45 1 1.62 CFS 13 38~ ~ ?
4 0.2 AC. 0.45 1 0.65 CF5 13 22 ?1 i1°` - 9 , ~j
5 0.85 AC. 0.45 1 2.75 CFS 13 #6 5.7 AC. 0.45 1 14.6 CFS 13 36 ?j
30' UNpISTURBED 4,3 AC. 0.45 1 11,0 CFS 13 191 144'
NRB ZONE t
20' vEGG TgqTEEO - NcDwD LEVEL SPREADERS MEET NCDWQ STANDARDS. NRB Z~NE 2 ~ ~ ~
NR VEGETATED _ B ZONE 3 TOWN HOLLY SPRIN I
N/f BRAttON PARK
I B.M, 19 , 1 I Z D: R-30
i I ~ ( ~ ~
~ c~ l~ / 1 ~ ~ I I i 1 , ~ N I co
1 I 1 ~ N O N W
' 1 I I I I ~ 1 /
I ~ ~ 1 a ~ ~ 1 M 1 I v 1 a LEVE
i l r SPREA 7
- - • 1
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~ ~ o
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~4 ells rlc - _ (3 ~ pp ~ • r • • ' • ? • • ` ~ ~ ~ W
~ . • \ ~ ~
~ ~ ~ ` ~ o q ~ 10 'RIPARIAN UFFER 9~
~ ~ IS ASURED ROM
V ~ 9 1 0' FR TO OF BA K, ON BOTH SIDES I 'P9 ~ . ~
ei¦i¦¦¦¦¦¦~iai¦ieiiia ? ~~~~ell~~~~,r. ~e~ ~a~ ~ Wt. 76, AP A wTM rc.a ¦¦¦e¦ usu¦¦ ti `ck
i 1 AI E T1o 9 B#11 3 ? 4 ~ ~ , B#>> ~ SCA ~ _
v+. a. A LE. 1 50 • ~
LEVE 2 0 13 ' \
DE 6 2 c6 0 C 1
''fir ~ ~ E . aur. ~a.eo' • \ W
wn+ its ~ ~ 0 1 1 1
~ 19 •
22 0 6 t P ,N ~
7 C A
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• D 1
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53 2 ~ c ~
o -
62 64 5 g 6 5
25 0 X
65 90 8 _ ~
51 n
, UC R 51 P 6 N
26 i
i 6 91 ~ o
„ ~ 67 M. SCALE: 1 = 50 1 67 ~
27 I. 3 W ~
0 9 7 ~ ¦ I J
85 - 92 + ~ ~ . ¦ I
. ~ res
28 a 68 - - ~ ~x - ¦
84 72 a N F / .
wAK c uNrr 9 ~ o 4 ~ I ¦ ~ ~ In
o.e. s~~a P 22 g PIN: oe,e-4 e 7 47 47 ~ SCALE: 1 = 50
~ 83 ~ r_ 46 i
~ 94 R 30 ~G ~ ~ ~
~ LI • - - I
4 / 45 1 82 ~ / ST TI '
N ~ ~
31 5 ~ / 0 C7
44 W / ~ ~ x / n,
~ 81 / I INV, T = 4 .80'
LE N 43 suR . 76 SURFACE ATER WIT F ELEVAT N= 402.5' .E.S~
SPREADER N 32 ELEVi LEVEL N
SPREADER 5 ~ I • # r / " ~ ~ 80 1DI APppRpX~Mq v ~ 0 l ~00 YR. FLOOD ~AIN
AIM N / NV. 0 = 4 7 / -p 31.40 ELEVATION ~ ~ I Z
WITH F.E.S. 33 / / e ~ ~
41 PONI ~ ~ 'r` ~ OPEN S ~ ~ POND ~ OPEN SPACE ~ ~
G ~
#4 ' PRIV E MAIN CE E M T AROU P D/ _ ~ 34 ~o. ~ ~
~ ~ 79 AM xcnAwlo ~
~ / ,r~ waais OP pf fl4p5,5 f IMPACT E
_ (3)P~E DD M ~ ~ 01
RCP IMPACT W H 35 _ ~l ~ /
3 ~~~r~ I •:P~
_ iMPAC . -
E / / O w~ ~ : ~:i': I ~ O / TIAN~ ••.•~,e: i
~ CONCRETE ~ ~ / ~ _ _ MENT ~ ~ ~ ~ IMPACT _ , ••:c. I I
~ , _ 3 sic ~ ~ ~ I
~ - ~ / / I ~ 1
iiiiiii DORISN/f 36 ~ wt 4 MALUAMS iiiiiiiii s4 D.B. PG. 140 I
iiiiiii PIN: OB - - s we aT . wcoo, 5 i¦ i ¦i ¦¦¦¦ii¦ ¦iiiii¦ ¦ ZONED: R- J is ~ ~
- - O ~ ~ ~
~ I
LEVE ' DE 6 a '
INV. = 434.50 W ~
' TH F.E.S. ' ,~RRY CY H L ~ 2D~4. PC. ~ 1
~ PNk OE4Q04- -792 R #2 1 zoNED: -Mf ~ r t
Q r
0 ~ . E, s GRAPHIC SCALE '
LEVEL SPREA 3 o ~ ~ ,a, /
SCALE: `1"= 50'
„ , 2 IMPACT
SCALE: 1 = 50 ( IN FEET) WETLAND IMPACT AREA 25,210 SF,0,58 Ac.
IMPERVIOUS SURFACE TO BE LIMITED TO 1 inch = 100 fk
3,500 SF PER LOT AND TO BE RECOREDED ON THE PLAT, STEWART-PROCTOR
1 IMPACT ESTIMATED !MP RVI ENGINEERING and SURVEYING DWQ PLAN FOR
# E OUS CALCULATIONS DEVELOPER 319 CHAPANOKE ROAD SUITE 106 A
LINEAR FEET OF STREAM 112 LF AC. IN R/W = 4,76 AC. RALEIGH, NC 27603 A R IS ON S UB DIV ISI ON
j STREAM IMPACT AREA 340 SF, 0.01 Ac. S ~ ~ 1 TN P A W n F vF i n p ~ ~I T I ~I r AC. IN LOTS = 7.63 AC TEL. [phone] FAX [phone]
WETLAND IMPACT AREA 6,920 SF, 0.15 Ac. - v - . ' v (BASED ON 3500 SF PER LOT Q
® INTERIOR BUFFER AREA (ZONE 1) 5,388 SF 96 S H I P WASH DRIVE AC. OPEN SPACE = 0 DATE: SURVEYED BY JOB HOLLY SPRINGS TOWNSHIP NORTH CAROLINA
EXTERIOR BUFFER AREA (ZONE 2) 2,085 SF TOTAL IMPERVIOUS = 12.39 AC. SS-PINEY SCALE i"=100, DRAWN BY JAT WAKE COUNTY STEVE
GARNER N. C. 27529 ~ - 28.1 FOR SITE SHIPWASH DWG. NO.
REVISIONS: SS-PINEY
ZONED- R-10 P.I.N. 0648-63-6209
i
i'
I

LOCATION, QUANTITY, AND PLACEMENT OF DRAINAGE
PIPES AND EROSION CONTROL DEVICES MAY VARY
TO BETTER CONFORM TO FIELD CONDITIONS.
ALL WORK AND MATERIALS SHALL CONFORM TO
THE ANDOF THE
TOWN OF STANDARDS
IONS HOLLY SPRINGS. CI THE TCONTRACTOR
CI 32 C-12 SHALL OBTAIN A COPY OF THESE STANDARDS
STA•21+81.87 L-2 13.5 RT. I P1 STA. 22+ 18.79 L-5 PRIOR TO CONSTRUCTION.
- 27'44'40"
I I 2 4 I ( 21 R= 250.00'
INV COOT ==4448.00 I I I I I
34 3p 29 28 I 27 ( I ( I p r = s1.7
35 26 2 2
� 19 STA. 0+70.14 L- 13.5 L . L - 121.06'
EFT
FOR S 14 ( 3 3 I 3 2 ( 31 STA.14+66.48 L-5 13.5 LT. CI 17 TA.18+82.06 L-5 13.5 LT. TBOC - 438.62' CI 3
S STA.10+38.62 L-5 13.5 LT. TBOC = 443.19' NV OUT - 435.20' S A.22+29.89 L-5 13.5 L .
NEE TSOC = 451.32' ( I TBOC -.450 45' I I STA.16+68.49 L-5 13.5 RT. 12"X8" RE¢UCER INV. OUT = 440.00' / TBOC = 436.03'
SEE INV. IN = 47.70' ( ( FIRE HYDRA INV OUT 4`/.00' Tsoc 46.92' W/BLOCKINIIGG CL INTX. STA 5+34.99 L-1 INV. OUT = 432.60'
��2 UBLIC W INV. OUT 447.50' I ASS MBLYTO
51 P p L s
O O INV. OUT - 443 00• STA. 33.40 L-5 O
ng
O®®O O® O
CI 46
MH 16 - t STA.23+17.94 L-5 13.5 LT.
17+00 18 0 H 16 19 00 # 2 00 MH#17 � x F TBOC - 436.e2'
3 6 M 3 12+00 13+00 M 14 14+OOao 15+00 PROP. 8" S N. SEWER 16+00 H 15 PR P
SAN. SEWER
WETLAND INV. OUT - 433.00'
1 0 11+00
M #11 o PROP. 8 SAN. S m 8" DIP WATER IN " xDD ci IMPACT
N
CL INTX. STA. 21+47.1,-.Jri�
SIAr1t)+00 L-5 P CI#18 0 CI 42 a
Q CI 22 O ®O CI 15 S A.17+91.58 L-5 13.5 R STA.20+70.14 L-5 13.5 RT. p _
PIPE TBOC = 438.62'
STA.10+46.47 L-5 13.5 RT. STA 14+66.48 L-5 13.5 RT. FIR HYDRAN It
TBOC = 444.77'
TBOC = 450.45' I INV. IN 440.00' AS EMBLY ( INV. IN = 435.00'
O INV. IN - 447TBOC - 1.30INV. OUT - 434.80' N !� '/ti
5 1 ' I PUBL I C Rj/W INV. NJ = 448.80' I INV. OUT a 439.80O
INV. OUT 447.10' INV. OUT - 446.60• HEK6FOR 7/�.'+ 2 0 --,b23+ .17
7 SEE SH T 7 FOR FIRE H RANT I I I L-1
8 ( 19 .�, 2 1
YYpp x �. AA 3did 2" BLOW -OFF ASSEMBLY
3 L-2 ASSEMBLY 8 8% 51 PUBLIC R W� �
51 PUBLIC R W 7 I I ( 8 ( I 8 ( 8S I 6 /iL'
---
Q �/ OUT = 434. ��
/ 9 8 p 8, v 3 �` I F.E.S. 4
I I I I i I ATL o CI a5
C-11 IMP STA.23+03.80 L-5 13.5 RT.
TBOC - 436.58'
Pl STA. 20+70.16 L-5 INV. IN - 431.80'
" !� INV. IN - 431.80'
R = 250.DOt 5 INV. OUT - 431.60'
T = 59.91' V. OUT 431.40DISt'
L = 117.61' PAD rT
RCI44
S A.22+29.89 L- 13.5 RT. �
TBOC - 436.03'
NV. IN - 432.4
I 0'
NV. OUT = 432.20'
N
- ----- --- --- - - -- -- -- ---
PVI ST 20+00
---------------
I m
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to
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PVf EiE 4�.9ii
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= I
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454
452
450
448
446
444
442
440
438
436
434
432
430
428
426
424
422
DAY7JAf ELE'V
420.00
N
In
Q
PVI STA ==12+50
PVI ELEV = 454.00
A.D. = -3.11
K = 64.35
200.00' VC
In
N
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PLAN VIEW FOR L5
#1 IMHAL; I
LINEAR FEET OF STREAM' 112 LF
STREAM IMPACT AREA 340 SF, 0.01 Ac.
0 WETLAND IMPACT AREA 6,920 SF, 0.15 Ac.
® INTERIOR BUFFER AREA (ZONE 1) 5,388 SF
EXTERIOR BUFFER AREA (ZONE 2) 2,085 SF
H
------------------ - - - -- - - - - -- -- -- - -- - -- -----------------�------------------------------------------------------------------------------ -- --- - -- -
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---------------
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SCALE. 1 " = 50' (HORIZONTAL)
1 " = 5' (VERTICAL)
I I T vv 1 c T vv I ,)t uu 14+UU 15+ W 16+00
PROPL E VIEW FOR L5
17+00
18+00
19+00
20+00
THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING PLANS
AND THE ADOPTED ENGINEERING DESIGN AND CONSTRUCTION STANDARDS OF HOLLY �PRINGS.
THESE PLANS WERE PREPARED IN CONFORMANCE WITH THE APPROVED PRELIMINARY PLAN
APPROVED BY THE TOWN. FURTHERMORE, THE ENGINEER WHOSE SEAL AND SIGNATURE APPEAR
BELOW THIS CERTIFIES THAT THE TOWN OF HOLLY SPRINGS ENGINEERING DESIGN AND CONSTRUCTION
STANDARDS HAVE BEEN THOROUGHLY REVIEWED FOR APPLICABILITY TO THIS PARTICULAR PROJECT.
ANY PROPOSED EXCEPTIONS OR DEVIATIONS FROM THE STANDARDS ARE LISTED SPECIFICALLY
ON SHEETS OF THESE DRAWINGS.
21+00
22+00
23+00
454
452
450
448
446
444
442
440
438
436
434
432
430
428
426
424
422
SHEET 91

h
i~

ylANE couufr
JLNGO{,
51TE
9 ~RTH CAROL f~A

1 IMPA T SUMMARY C #2 /MPACT SUMMARY
IMPACT TYPE Ft' LINEAR Ft. IMPACT IMPACT TYPE Pt' LINEAR Ft.
LOCATION CH AND WL CH ONLY) LOCATION LOCATION NCH AND WL) NCH ONLY)
1 CH 340 112 2 2 CH - -
1 JW 6920 - 2 2 JW 6300 -
1 NB 215388 - 2 2 NB Z1 - -
Z2 2085 - Z2 - -
TOTAL BUFFER IMPACT 7473 TOTAL Bl TOTAL BUFFER IMPACT - -
TOTAL IMPACT SUMMAf T SUMMARY
IMPACT TYPE Ft= LINE ' LINEAR Ft.
LOCATION (CH AND WL) (CH ND WL) NCH ONLY)
1-2 CH 340 1 0 112
1-2 JW 13220 - 220 -
1-2 NB Z1 5388 88 -
Z2 2085 85 -
TOTAL BUFFER IMPACT 7473 - 73 -
GENERAL PROJECT NOTES p;, 3~ 3
ALL CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND
SPECIFICATIONS OF THE TOWN OF HOLLY SPRINGS.
CONTRACTOR SHALL OBTAIN A COPY OF THE CURRENT STANDARDS AND
SPECIFICATIONS OF THE TOWN OF HOLLY SPRINGS TO REFER TO DURING
CONSTRUCTION OF THE PROJECT.
an CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING ABOVE AND BELOW
GROUND UTILITIES IN THE AREA PRIOR TO CONSTRUCTION AND COORDINATE
THE RELOCATION OF THESE UTILITIES WITH THE APPROPRIATE AUTHORITIES.
K ROAD 19 CHAPANO E 3
IGH NC 27603 RALE ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES
SHALL BE IN ACCORDANCE WITH THE TOWN OF HOLLY SPRINGS SEDIMENT
_ - 1 FAX [phone] TEL. [phone] AND EROSION CONTROL ORDINANCE.

LEVEL S READER DRAINAGE AREA C 11ST O FACTOR LENGTh FLUSH ;TOR LENGTH LEVEL SPREADER
1 0,2 AC, 0.45 1 0,65 CFS 13 2 0.9 AC, 0.45 1 2.92 CFS 13 ¦~~~1? 3 9 , ~ 3 38, ~ -
3 0,5 AC, 0.45 1 1,62 CFS 13 3 22
4 0,2 AC, 0.45 1 0,65 CFS 13 5 0,85 AC, 0.45 1 2.75 CFS 13 3 9 , 1~ 3 36 ~
~J6 5J AC, 0.45 1 14.6 CFS 13 3 191 ~
#7 4.3 AC. 0.45 1 11,0 CFS 13 3 144' 1~
NR UNp~gTU,~BED B ZONE - NCDWO LEVEL SPREADERS MEET NCDWQ STANDARDS, ~ ~ ~
2NR8 ~ON~AgTEED E2 ~ BUILDING SETBACK TO BE OUT
50' TpTED _ ~ NR8 IONE 3 TOWN HOLLY SPRIN N/F ? I. OF WETLANDS AND STREAM BUFFER ~j
BRAYTON ARK B.M. 1 , 4i
I Z D: R-30 ~ 1 ~ ~ ~
CT? I ~ I i 1 I ~ r~ N I I ,
I N co ~ , I I 0 N
1 1 N 1 ~ I I i ~
1 1 I ~ a 1 r I ~ ~ Iw ~ a LEVE
~ 1 I r.. 1 M I SPREA #7
~ r ` ~ . .
/ ~ J \ ~ CONT #8 J ~ /p
\ ~ DER • . • • ? + rp T R~
\ ~ N ~ ~ \ ~ o i~
~ ~w~ ~ W F ~
UR
~ - - - i \ \ ~ r a ~ ~ w
~ o
` ~i ~ ~ ~ 9~
\ ~ I° ¦rrrr¦ ¦rr • • a • • ~ ~ ¦ • • ~ ~ ~ 10 RIPARIAN BUFFER , IS ASURED ROM
6 1 FR T OF B K, ON BOTH SIDES
w ` ~ rrrr tr ~ ~ • ~ ~ ti ~ ~ ~ ~
¦r rrr ¦rrrirrr¦ IwM?~1 •
¦¦¦¦¦¦¦..¦i~i¦¦¦¦ ¦ E TI I 9 B#11 ° ~ SCALE: 1 50' B 11 ~
~ ~ w ' .S / - 1 1 ~R / \
V ~ 7 0 1 C ~ 1
2 CB ~ ~ E r r ~ ~ I S ~ ~ ~ - w
~ V E ~ 1 n ar . rn.eo , ~ /
O
~ 19 0 1 22 ~ I.
/ ~ CAA / ~ ~ ITS
~ 7 6
L L V
E 2
0
XI T
24 53 53 2 c ~ ,
0 /
62 64 5 5
6 8 25 65 0 x
90 51 ~ ~
CR 6 N 6
5 26
6 t I
91 67 67 ~ 1
SCALE; 1 50' ~-3 27 r
7 0 _1 I ~ ~
85 92
28 68
72 ~ N 84 4
wAK c D 9 h ~ 11 1 ~n SCALE: 1 = 50
D,B, >ao~a ~ 7 47 PIN: s 47 ~
83 ~ 46 46
~ 94 R / ~,ar I i
30 ~ 4 ,Q / / ST TI '
45 82 ~ / I
1
a 31 5 ~ ~ / 44 ~ x
W / a INV. T = 4 .80'
'O 1 / 8 43 SURFACE ATER , W1T F•E•S/
N 76 E .N 32 ELEVAT~N= 402.5
~,I„~~ ADER LVL ~
S R ADER 5 ~ 80 / ~ 100 YR: FI~~AIN / ELEVATION ~
N ~ / r N 7 /
NV. 0 = 431.40 / 33 ~ ~ ~ ~
WITH F,E,S. 41 / P ~ OPEI POND / 1 OPEN SPACE
~ ~ 4 ' PRIV MAIN CE / ~ /
8 E M T AROU P D METLANp I
79 o ~ ,1 Of .5 d~:. .
' wTN F,G[ E~ v ~ M
0~
R P w?ACT 35 / r
N l 3 / I
f A1!R~:' / ~ Q ~ r:: ~ ~ C / WETLAND : •:,,.L!~ 1
I ~ IhIPACT I ~ ~ .r I
CONCRETE \ ~ ~ - MENT ~ ~ ~ ~ I 1
~ - 3 r ' I I
N~ 36 pIT I
DORIS WILUAMS ? ~ D,e. Pc. X40 5 r I
PIN: - p wv. WT Mt~~ / ¦ ¦ ~~~~H ZONED: A- J r ~ o
¦ ¦ .-1
~ r , i I
a i
434.50 Lil JERRY NCY i I
F . S. ~ 1 , ~o~,, Pc, ~ TH 'E PIN: Oe4E,04- -792 I
1 ZONED: -I~ Q I
iii Q I ,
0 •E. GRAPHIC SCALE

L SCALE: `1 50'
A ~3 NOTE: STREAM BANK STABILIZATION TO BE ACCOMPLISHED PACT
8Y USING RIP RAP IN TRANSITION AREA FROM ~ ~ WETLAND IMPACT AREA 8,300 SF, 0,14 Ac.
SCALE: 1 5O' DISSIPATOR TO NATURAL STREAM CHANNEL, IMPERVIOUS SURFACE TO BE LIMITED TO 1 inch = 100 ft,
3 500 SF PER LOT AND TO BE RECOREDED STEWART-PROCTOR
0~1 THE PLAT, ENgNEERING and SURVEYING DWQ PLAN FOR
ESTIMATED IMPERVIOUS CALCULATIONS 3111 CNAPANOKE ROAD SUITE toe GARRI ON SUBDlV/SION
~1 IMPACT DEVELOPER AC. IN R/W = 4.76 AC, S RALLIOM, NC 27803 lEL 1i19 779-1855 iA>< 919 771-1b81
LINEAR FEET OF STREAM' 112 lF SOUTHPAW DEVELOPMENT INC Ac. tN LOTS = 7,63 Ac,
STREAM IMPACT AREA 340 Sf, 0.01 Ac, , , N.T. M 10~/fVC11 Dv .1~R uni i v nnnu~nn •rnuwin, un unnn i n ~ nni ~u .
Q WETLAND IMPACT AREA 6,920 SF, OJS Ac. ktJAatu UN ~)DUU ar r'Ln w I ) vn~: PuF% VL. iw o1 SS-PINEY nVLLT ZsI'MNVJ IUVVIVJMII' NUR In I.ARULINIA
96 SHIPWASH DRIVE AC. OPEN SPACE = o ® INTERIOR BUFFER AREA (ZONE t) 5,31116 SF „ SCALE 1 =100 DRAWN BY JAT WAKE COUNTY STEVE SHIPWASH
EXTERIOR BUFFER AREA ZONE 2) ZM SF TOTAL IMPERVIOUS : 12.39 AC. GARNER N. C. 27529 = 28.1% FOR SITE DWG. N0.
REVISIONS; SS-PINEY ZONED; R-10 P.I.N. 0648-63-6209

LOCATION, QUANTITY, AND PLACEMENT OF ORAlNAGE
PIPES AND EROSION CONTROL DEVICES MAY VARY
TO BETTER CONFORM TO FIELD CONDITIONS,
ALL WORK AND MATERIALS SHALL CONFORM TO
THE STANDARDS AND SPECIFICATIONS OF THE TOWN OF HOLLY SPRINGS. THE CONTRACTOR
~M C-12 SHALL OBTAIN A COPY OF THESE STANDARDS 5
PI STA. 22+18.79 L-5 PRIOR TO CONSTRUCTION,
CI 32 21 ~ = 2744'40"
A. + i. l- 1 , I TBOC ¦ 481,89' 24 R = 250.00' 23
INV. OUT 448.00' S 26 2 3 29 28 GJ 2 2 q ~ T = 61.74 2 , q t9 - L 121.06 cl 43
35 0 27 34 a b + ~3 TBOC - 4y~ 6q' 1BOC ~ 443.19' NV. OUT ¦ 4J~.20'
R p+ 32 3 - G7 I F~ 3 ~ ~ + . 12 xe C 3 7 . 4' 1 12"X8" RE UCER T ¦ 4 f TBOC 44 .0 ' , INV OUT 32,E0 W/9LOCKI Cl INTXI STA X33. 0 L-6
E`r TlOC ¦ 461,J INV, OUT ¦ 44'1.00' T80C ¦ N8.97~ W~9L0~ SH ~ FI H RA SEE NV. IN 447.70 A~~ ~y INV. IN ¦ 443,20
~Z INV. OUT ¦ 447.60' INV. OUT ¦ 443,00' ~ g~IC 0 O Q C
P~ 0 5~ p 0 6 cl 46
H 16 19 00 MH~16 20 00 MHIy17 ~ x F TgoC T ¦-44 3 18 o INV. ou ~O'
„ 17 00 18 M 14 14 OOao 15 00 16 00 1 • N. SE R •`~~LAND " o IMPACT
36 ~ 11+00 M 3 12 00 ~I~ 13 00 1 m " ~ ~ N
M X11 PRO . o CI 2 ~ ~
CL INTR. STA. 21+47.1'~y4~" 0 q 18 D A.20+ 0,14 L- 1 . RT, O nta
scar-+o+oo ~-5 0 a 6 ~ FIR HYpRAN' p STA,14+88. - 13.5 RT. HOC '444.77' M LY ASSE 8 FIR HY RAN TBOC • 438,82' p INV. IN ¦ 435.00' II a E M PY ASSE 8
~ A,1 +4 .4 - 1 S R . TBOC ¦ 450.45' INV. W ¦ 440,00' INY, OUT ¦ 434.80' N ~ + ~ 2 0 ~a23+ .17
~ TBOC ¦ 451,/E~ f INV. IN ¦ 448,80' INV. WT ¦ 439.80' s INV. WT .448,80' 8 INY, IN 147,30' o ~ I M 1 19 N 20 x ~ 3dld 2" BLOW-OFF ASSEMBLY
INV. OUT ¦ 447.10' EM~
E SH T 7 FOR IR H RANT 87 ~ SE 8 51 3 Y U ASSE B 8 51 ' PUBLIC R W .v ~ I V. OUT ¦ 434. N~ -
L-2 S 8 8 6 4 PUBt1C R W ~ 8 2 3 TH F.E.S. ~ N CI 5
51 / 9 1 80 i IMP O TBOC , 436,58'
Pl STA. 20+70.16 L-5 ~ INV. IN • 431.80' - ~ „ b INV, IN ¦ 431.80'
0 - 2657 i5 ~ INV, WT .431.80'
R = 250.00' + v. out 431.40' T = 59.91' DIS I AT • 'S•
L 117.61' PAD
q \
+ \ TBOC • 436A3'
NVV. IN ¦ 432.40' INK OUT ¦ 432,20'
~1 IMPACT
LINEAR FEET OF STREAM 112 lF
STREAM IMPACT AREA 340 Sf, 0.01 Ac. Q WETLAND IMPACT AREA 6,920 Sf, O.tS Ac.
® INTERIOR BUFFER AREA (ZONE 1) 5,388 Sf
V W FOR L5 P N IE LA ® EXTERIOR BUFFER AREA (ZONE 2) 2.085 SF
PVI STA = 12+50
PVI ELEV = 454.00
N A.D. _ -3.11
~ K = 64.35 ~ IN ' ~ N N Jo + N 200,00 VC + N
Apr ~ ~ M IA 01f1 ~
Y
+:II ~ ~ rn W N ~ ~ m m
F~- J W W
N fJ1 W I I I ~ I I ~ I I ' I I I I I - 4
, ' ~ I I , ' PVI STA ~ 20+00 ' I I ' M ...L..__...... I . I ~ ~ ?~,1_~1I ~ 432,70•
454 z-----------------•----•--•-----------~---•------------ ~ 1 , ' 1 ~ ' , 1 I I ' I 141-~/l• SAW j A.D. ~ 7.09 '
a+f ' I - , I I I ~ ' ~ 52 _ I I ,
, • . , , I . . . i . ' I -350: - ve- - - _ ~ I I ~ - - ~ - 50
, Z ` ~ _ ~ ' 1 ' ~ r - - ~ ~ - - - 1 4 I I I ~ I I I I ~ ~ - -
450 -•-~--..........--------r------ - ------•---1------------•----._~..----•--.._..-•---... _ - - ~ , 1 1 ~ ' ~ , ~ , I ~ I ~ , -i-- I ~ , .
I I ~ , 1 ~ ~ _ ~--------------------1 ...._.i. 448 ~ i _ + ~ ~ m m---.....-•------~ _ _ ---3...----•--•-- 448 I ~ j n I I '
rn 1 ~ ; , _ , ' _______f....._..... ' -•--~...-•-------•----••-~---------------•"t _ n I ~ I i + I . I I ~ 48
, 1 h <1 '
446 ~ 1 A S ~ ~ ' ~ ~ ~ ~ ~ , Q~ , - - N _ - 1 ' U1 W , I ~ I V ~ I
I ~ I ~ ~ 1 , I ~ r_ _ r___________________y_.__..__.......__.._r.... (~V1 x.77 u - - 444 7.. m I I I I N - I ~ I ~ _ ~ T- I
444 - ,~--•----•-------•---r--•-•-~ vN ~ ~ ao ' N ~ W ~ ~ ~ r_._. ~ r. I I I a ~ N I
_ _ _ ' .__r._ a y...._ 1 s.___. _._.___y. I ' y...... _ ____________________r...___._....__.___.,_.._..___._..__. _r ~ ~ \ - - - 442 ~ I~ N , I I
442 tY ...............r__._..~ N ,._.__.._.._.....___r__.. y- I ~ I I , I y-......--°•-------y I I I I I I I .W ~ 4D
I ....................y.._____._._.._._.-__r___.__-______. J ' _y.. 440 ~ I I ~l1 N UI I , I I ~ ~ - 4 I ~ I ~~r x I I I I I
I M W i t---•-••- s ~ ~ ~ , -88.x. ~ , ...~,s..-----;- ; tC J,M11..........•--•---- I I I
+ MM ~ Z I ~ ~ I I ~ , . . I ~ , •---------•-----••--a--------------------~--------...------....--------------.._.. 438 iv .M. ..-•--1• ..............•---•--............_......._..._3.t-..._..--•---.._.............,........_........_........._.._......... ._...-------•---......---a - I ~ I I I I I ~a-~----~•------•- I ~ 438 ' ,3 - I I
u ~ I I I , I-~ I I I ~ - - . I ~ ~ ~a ----------z - ' I ' I I I I I I ~ ' ~ - - - - 1----~---------- 436
I I ~ I I I I ~~>N->r~ ~ ~ I I I ~ ~ N - ~ ~ ~--•-M- ~rAVr__ i I I _ _ I ~ R ' I I I I I I I I ~ - _ I I I I - ~ -
I r- I ' ' - - - ----•t- -1-- -------r-------~--- _ -r ~ I ~ _ Z
~'~~ZZZ ~ ~ i I ~ i I I i ~W i ~ I i ~ ~ ~ ~ ~ I , 434 ---------=--------1-----------------•-~--------------------~-------------------~------------------.~.---....-----...----~---...----------- - I t - I ,w U N
I I ~ I 1 I ~ 1 I s/ I I - - ...............1.__..............._.I._.._.........___..I... _...F._.........J__ __........_._...L.____ , ....1 . _Z_1~ I L.____...._ ' ~ ' ~ ' PIPE W ~ A N u; ~ w I I
I I ' ...............•F--......--••----°-'•-----r= :•-----7--•--•--•-- ~ • . • , - - -Q - - ~ 432 -------------'r•------•-~ ~ ~ -;fir- ELEV=;414.6 to o<w~ Na I _ '
432 ~------...-----------;-----•---------•----T-------------••----;...-----------------; - , I ~ I ___________________T______.__________._~. _ f r ; f i 1 N TOP ~ HEAl3WAL 3) pl SEPARA ~ a a N I ~ I I 4
1 1 ~ I I I 1 I -------------I--------•• - - ,---------•----{Lf1F,--=-434:2- ' ~ - - _ - - ---o ~,r-•----•----~ ---~---c~~ ~ 430 Cl 1Q ff .r--•-- ~ 9ry,-pN- --4 ~ Z I X ; Z .W ~ I
430 ~ r-------------------,--------------------f-------------------r-------------------,--------------------r------------------- - ' -------------------r----- i ___________________t_.-________. r._.____..___.__.__.r.__.._.____.._.._..~__._..._...____.____f_.____ a ~ _._I I ...................I _._I _ ~ _ _ - , ...r ___}a ' + M1 I I H 1 F ~ ~ -
i I I I , I I I , . , ~ I ~I~ , - 28 •-------------~---------'N II I air
428 - -----------------~--------------------~-------------------~-------------------;--------------------~-------------------~-------------------y--------------------~-------------------;--------------,----j-•----------------- ~ - n_w---- ~ - ' ~ n°-°~-------- I I I I I i I , I iM F' •7N I r I i I I ~ i
, I ' I ' ' ------------------y---------------- ----------------y --------------------r- -----------r- I - ' - ~ 426 - - r - I I ' I
428 -------------------~--_._------...-----;------------------•-~-------•-----------y------------.......r_.. , I I I ~ 1 I ~ ~ ' i I I I 1 I ~ ~___________________y__.______.__....._.~....__._...-_...____~_..._______.____._.y___________________y_-__-______-_____. __r._-___-____________ _________y_. 1 , i I I I ~ ' ; PIPS ~IIRI~D 20X IN GROUND ' I _ ~ I I - ~ ly y____________________i_____._._.__.______,. __________...___._y.
I I . 1 ~ I I 1 I ~ _______________1 I ' ~ ~I I I ._.Q.1?l.1..'. QR_.A~JATI~__UFE':_PASSAGE- Z I I T Qw- F- - z y..__._.__......_._._,__.__.-_._._.___....-._.__.___..__-._.. y. _..._.F_
424 , ~ ~ , 1 I 1 l I 1 1 I I I 1 i 1 I 1 1 1 I I I I I I I i 1 I
-------------------~---------•---------a--------------------~--••---------------~------------- ~---•-•--------------;-------------------;---------------...-a-------------------- I , I I , ~ I I ~ I 1 I I I I I ~ , 1 I I I 1 I .....1__________ _________~_.._______I ' 422 __L ......~_______.__._____.__.I..__..____._______._L._._____......_.._.1.....__.._......_._.1....___._........... L.__........._. _....1____-_____ 1 1 I I i '
422 ----------•--------~-------------------a--------------------~----....------••---~-----------....----~--•-----------------~------------------- ~------------------...------------------~-----------•.__.----1---... I ' ' ' I , , I I I 1 I ~ I 1 1 1 I I ' 1___________________J__________L-. _______L ____._J_______..____._____L_______.___.____.__L.____._..._______..1.._._...._......_..J.________......__.__L______.___.________I J_____..... l________._ I , I I
' ~ I
DATUX ELBN 12U.Oa
a0M r~ Mn n~ ~A N00 DM
~ CO ~p ~ 01N NM I~~ i11~ M~ ODM O~ r•~ ~ COr X01 CON n01 arp Na ~N ~M ~ O~ Or T~ ~r ~ N~ a~ N~ N~ N~ •N NN SIN ~d' d'f ~ + Ufaa ~d a.r MIM ~fV N~ Mr M M~ M~ a a a as gg ~ ~ aM aM
N~ ill f~ r f ~ aa} a~ Q•f d~ ~a d ~ f a a 'r~ ~t ~ r d d as a~ as as as as as a a a
18+00 19+00 20+00 21+00 22+00 23+00
1 +00 11+00 12+00 13+00 14+00 15+00 18+00 11+00 18+00 0
SHEET 9
- Y PLANS FOR STEWART PROCTOR ROADWA
ENGINEERING and SURVEYING
VI SlON 1 U 1 G
W F R L5 THIS PROJECT SHALL BE CONSTRU l VIE PRFE OL AND THE ADOPTED ENGINEERING D ILL BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING PLANS 319 CHAPANOKE ROAD SUITE 106 ENGINEERING DESIGN AND CONSTRUCTION STANDARDS OF HOLLY SPRINGS. RALEIGH, NC 27603
THESE PLANS WERE PREPARED IN APPROV,f~D BY THE TONM. FURTHEI E PREPARED IN CONFORMANCE WITH THE APPROVED PRELIMINARY PLAN TEL. !1~ 779-1655 FAX [phone]e1 TOWN. FURTHERMORE THE ENGINEER WHOSE SEAL AND SIGNATURE APPEAR
erl nw Ic nrotlnre tint tur ~ nre tu:r Tuc Tnw,~ Ac unu v cDDIAICC CAIrJAIFCRIAIf: f1FSIl9J OAllt CAAISTI2LICTIdd nl In~rvrn nv uni i v ceoulrc TnUM.ICUID AIf1DTl.t (`dR(11 INIA
vGLUn i r IQ 1-cn I mw mn I mI- STANDARDS HAVE BEEN THOROUGf -iw mng mL. ivm. vi "W-1 .n n... _ - , , m .vn vni.vui. BEEN THOROUGHLY REVIEWED FOR APPLICABILITY TO THIS PARTICULAR PROJECT. PB-SUNSET
ANY PROPOSED EXCEPTIONS OR DI ;CEPTIONS OR DEVIATIONS FROM THE STANDARDS AIIE LISTED SPECIFICALLY WAKE COUNTY
ON SHEETS OF THESE DRAWN( THESE DRAWINGS. SCALE 1"=50' DRAWN BY BLM STEVE SHIPWASH DWG. NO.
SCALE: 1 50' (HORIZONTAL) PB-SUNSET REVISIONS. ZONED: R-10 P.I.N. 0648-63_6209
1 " = 5' (VERTICAL)

r
I'
y/AN6 caH+fY
uNOO~
SITE
;
1
;TH CAROLINA y
#2 IMPACT SUMMARY
1 IMPACT SUMMARY '
IMPACT TYPE Ft~ LI, ~AR Ft. IMPACT TYI PACT TYPE Ft' LINEAR Ft.
LOCATION CH AND WL H ONLY) LOCATION iCATION (CH AND WL) (CH ONLY)
1 CH 340 ` 112 2 C 2 CH - -
1 JW 6920 - 2 J 2 JW 6300 -
1 5388 ~ 2 N 1 NB Z 2 NB Z1 - -
Z2 2085 Z2 - - )TAL BUFFER IMPACT - -
TAL BUFFER IMPACT 7473 - TOTAL BUFFEF TO
MARY TOTAL IMPACT SUM JMMARY
IMPACT TYPE Ft: LINEAR f LINEAR Ft.
LOCATION CH AND WL CH ONL IL) (CH ONLY)
1-2 CN 340 112 112
1- 2 JW 13220 -
1- 2 N8 Z1 5388 -
Z2 2085- -
TOTAL BUFFER IMPACT 7473 -
-13c .
GENERAL PROJECT NOTES
R~L CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND
SPECIFICATIONS OF THE TOWN OF HOLLY SPRINGS.
CONTRACTOR SHALL OBTAIN A COPY OF THE CURRENT STANDARDS AND
SPECIFICATIONS OF THE TOWN OF HOLLY SPRINGS TO REFER TO DURING
CONSTRUCTION OF THE PROJECT.
an CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING ABOVE AND BELOW
GRWND UTILITIES IN THE AREA PRIOR TO CONSTRUCTION AND COORDINATE
THE RELOCATION OF THESE UTILITIES WITH THE APPROPRIATE AUTHORITIES.
OAD n HAPANOKE R 319 C
H NC 27603 RALEIG ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES
SHALL BE IN ACCORDANCE WITH THE TOWN OF HOLLY SPRINGS SEDIMENT
- X 919 779-1661 79 1855 FA TEL. 919 7 AND EROSION CONTROL ORDINANCE.
_

LEVEL S READER. DRAINAGE AREA C 11sT 0 FACTOR LENGTH OR LENGTH IEVEI SPREADER
FLUSH
1 0, 2 AC. 0.45 1 0.65 CFS 13 9 ~ ~
2 0,9 AC. 0,45 1 2.92 CFS 13 3 0,5 AC. 0.45 1 1,62 CFS 13 38~ ~ ~ - 22
4 0.2 AC. 0.45 1 0.65 CFS 13 5 0.85 AC. 0.45.1 2.75 CFS 13 9' , \ 36 ~
5.7 AC. 0.45 1 14.6 CFS 13 191 ~
~~g 7 4.3 AC. 0.45 1 11,0 CFS 13. ~BUyON U~tBED 144' •j
Z E _ N~y~ LEVEL SPREADERS MEET NCDWQ STANDARDS, r4 ~ ? ~
2sR~~~T~D ' TpTED _TONM HOILY SPRIN v * BUILDING SETBACK TO BE OUT
NRB ~E 3 N/F OF WETLANDS AND STREAM BUFFER • •1
BRAYTON ARK I ( I B.M. 1 • lci
` Z 0: R-30 ~ ~
~ I ~ I i ~ I ~ r~ N I I O
I N co I I N
1 ~ N 1 ~ I I I
~ 1 i ~ a ? 1 r- I I ~ ? v a LV ~ SRA
~ I ~ 1 ~ ~ ,I „
` ~
CON 8 /!r ~ -U ~ ~ # J /p
NER . LE ? ~ i \ ` SP E . . . r r Yp r R~
~ ~ / i~ ~ <<
\ ` r~Tn r,cs, ~ ~ ~ ~ ' W ~ ~ ~ ~ \ P6~1' SP ~ , \ 9, Cp
~R r a
~ - W
\ ? ~ 9~ ~ 10 RIPARIAN BUFFER
IS ASURED ROfrl
~ ~ ~ 8 FR T OF BA K, ON 80TH SIDES ~ ~
~ ~ I y ~ ~ ~ r
• ~ ~ ~ ° SCALE: 1 50'
E TI I 9 B#11 r I B 11 • ~ '+1 ~ \
spa ~ / _ _ ' ` .x
V 0 2 M C ~ ~ 1 F I S ~
DE c6 ~ ~ n , - W
~ ~ , ~ . an . ,r.eo ~ , wd /.tR 1 ~ + /
~ ~
J ~ 19 ~ 22 ~ L
/ C A / Ti
~ 7 6
L ~ LVL ~ D 1
E 23
0 ~ ~
X ~
24 53 53 o~ ,
0
62 64 5~ 5
6 8 25 65 0 x
90 51 r.
R P 6 a / 6
5 26 , a ~
6
91 67 67 1
SCALE; 1 50' ~-3 27 Q4 ~ ; I ,
0 9 7 I
85 92 I ~ ao' ~
8 2 .
72 84 4
wAK 9 ~ ~ ~ SCALE: 1 = 50
ae. 7 ,
1
83 ~ 46 46
~ 94 ~ 30 ~ .~I'.
4 / / ST TI '
45 82 ~ / I
1
'N 31 5 / 44 ' o M x / a
W *0 1 / ~ INV. T = 4 .80' I
8 43 ~ N 76 ELE ~ WIT F.E.S. SURFACE A1ER ,
ELEVA ~ 402.5 0
ADER N 32 LEV L N i
SPR ADER#5 ~ N ~ ~ 80 / 100 YR. FLOODPLAIN I ELEVA110N :
N 7
'0 NV. 0 = 431.40 33 ~ IMTH F,E,S, 41 PO ~ c ~ POND
~ OPEN ~ N I I OPEN SPACE
~ #4 ' PRIV AMAIN CE / ~ ~ ~ ~
8 E M 1 AROU P D 34 NETWrp ~ 0 IMPACT 5
79 t ~
s wTM EL M
_ (3)P11~E DD
- RCP ~?ACr 35
N L 3 ~ A / b
; . M"
~ ~ ~ MIPAC ~ ~ / ~ CONCRETE 0 / WEILANI ~ , ~ I ~ ~ ry I
~ ~ _ MENT , ~ ~ ~ ~ ~ I
~ 3 I 1
N~ 36 »rv our ~ I
w r.c ~ ooRls wluuNS 5 ~ D.B. PG. 110 ~v oui • usoo' ^ I
PIN: - 8 ~ ZONED: R- J is ~ I C ~I4 X14 ~
- 1 v I
~ ~ . I
t Q. E _
434.50 lU JERRY 1 ~
TH F.E.S. ~ 1 2074, Pc. 7 PIN: 004Q04- -791 ~ I I
rr~~ 1 ZONED: -Mf ~L I I
Q I
, ~ . E. GRAPHIC SCALE I
0
L A #3 NOTE: SCALE: `1 50'
STREAM BANK STABILIZATION TO BE ACCOMPLISHED I PACT
BY USING RIP RAP IN TRANSITION AREA FROM IN 1rEET ~ WETLAND IMPACT AREA 6,300 SF, 0.14 Ac.
SCALE: 1 5O' DISSIPATOR TO NATURAL STREAM CHANNEL, 1 inch = 100 it,
IMPERVIOUS SURFACE TO BE LIMITED TO 3 500 SF PER LOT AND TO BE RECOREDED STEWART-PROCTOR
ON THE PLAT. ENGINEERING and SURVEYING DWQ PLAN FOR
ESTIMATED IMPERVIOUS CALCULATIONS 319 CHAPANOKE ROAD SUITE 106 ,
~!1 IMPACT DEVELOPER AC. IN R/W = 4,76 AC. 1 N SUB I VISION RALEIGH, NC 17103
LINEAR FEE1 OF STREAM' it2 LF AC. IN LOTS = 7,63 AC. TEL. [phone]~5 FAX [phone]
EAM IMPA T AREA sF . i Ac. SOUTHPAW DEVELOPMENT STR c 340 , oo NC n~rr. n,mirvrn nv .InA ,.n,~.. nnnu,nn Tnu.,n,nn .,nn~r„ n.nn.,~,.
Q WETLAND IMPACT AREA 6,920 SF, 0.15 Ac. (BASED ON 3500 SF PER LOT) unlr_: Z)uRvLTCU OT SS-PINEY MULLT JrMlNVJ IUWNZ$rnr NUMIM LAMULINA
INTERIOR BUFFER AREA (ZONE 5,366 SF 96 SHIPWASH DRIVE AC. OPEN SPACE = 0 ® SCALE 1"-100' DRAWN BY JAT WAKE COUNTY STEVE SHIPWASH
EXTERIOR BUFFER AREA (ZONE 2) 2,065 SF TOTAL IMPERVIOUS = 12.39 AC. GARNER N.C. 27529 = 26.116 FOR SITE DWG. NO.
REVISIONS: SS-PINEY ZONED: R-10 P.I.N. 0648-63-6209

LOCATION, QUANTITY, AND PLACEMENT OF DRAINAGE PIPES AND EROSION CONTROL DEVICES MAY VARY
TO BETTER CONFORM TO F1ELD CONO1T10NS.
ALL WORK AND MATERIALS SHALL CONFORM TO
THE STANDARDS AND SPECIFICATIONS OF THE
TOWN OF HOLLY SPRINGS. THE CONTRACTOR
_1 SHALL OBTAIN A COPY OF THESE STANDARDS C 2 PRIOR TO CONSTRUCTION.
P! STA. ?2+ 18.79 L-5
p yT44'40" R = ?50.00'
a 3z A. + - ~ 5 24 = ' 23 T 61.74 22 G , 5
. 45,,eo' , 2 2 6 Nav°,couT • 44e.oo 29 28 2 c r21.os G 0 + - ?BOG • 4 E ' CI 3 ~ .
3 21 0 35 . yy~~,, qq NV. OUT ¦ 436.20' T80C • M3.19' F TBOC ¦ 4~g.03'
34 cl ,e a 7 ~ » » 32 31 A.,4+ , , ~ , + . - 12 xe A FOR a 4 33 x Tex • 44e,oz' w/sLOCN "XB" RE UCER INV. T ¦ 440.00' Nv out ¦ 432.60' 12 W/BLOCKI CL INT%. STA, 33.40 l-5
C u- ~ yp i~v, ouT ¦~~~o' EET TNC •451.3 ' FI RA INV. IN • 443,20' ~ ~ ~
N ~ p,y~ BLY INV. OUT ¦ M3.00' CE S NV. IN ¦ 447.70 SE INV, OUT • 417.50' ~ ~ ,
~-2 SIC 0 PCB F G 46 ~ / ~ + .
5~ 0 0 MH~18 20 00 MH~17 F ~ouT ¦¦43¢I~~, 18 0 H 16 19 00 ~ .~~q .
1600 H15 1700 18 M 14 14 OOoo 15+00 R „ AN. SE R o IMFACTit • 00 ~
M 3 00 13 00 » N
3 '0 11+00 12 m . 6 1
M 11 P ' a 8 i 8 a 42 _ o^' a A. + 0.14 l
Cl INTX. STA. 2,+47.,'~.lr~' 0 a ,5 + - FI H~y`pRAN STA.i4+88.4 L- ,3.5 RT, Tex ¦ 444,77' RREE__MB[Y ASSE STp~rf0+00 L-5 AN T80C ¦ 438.82' p FIRREE__M~R Nv, IN ¦ 435.00' N ~ ti ASSE ' INV, OUT 434.80 N 2 ~a23+ ,t7
Tex ¦ 450,45' INV, IN ¦ 440,00' 1 - 1 INV. IN ¦ 448,e0 INV, OUT ¦ 43la,e0' A. +Ti~.'~, ~ ~ ~ JCI I
/ 18x ¦ 451,4e INV. OUT ¦ 448,80' c ~ M 3dld 2" BLOW-OFF ASSEMBLY L- T ~ g N 20 x F
g NV. IN • 147,30' , t' NV. OUT ¦ 441.10 87 5' ' R W 6 51 PUBLIC / ~ _
86 SEE SH T 7 FOR IRE H~pRANT 8 V, OUT ¦ 434. ti~ TH f.E,S. i
7 ASSEMBLY S 3 8 t-2 8 8 ~ T 2 3 N G 45 vr<n o +o .eo u- ~ .
~ 8~ 51 PUBt1C R/W 9 $ 0 C-11 IMP o 1800 ¦ 436.58'
PI STA. ZO+70.1 s L-5 ~ INV. IN ¦ 431.80 " F INV, IN ¦ 431.80'
p = 26'5715 ~ INV, ouT • 43tbo' R = 250.00' . v, out 43t.4o'
T = 59.91' DIS I AT ' 'S'
L = 117.61' PAD ~
a F ~ + .
TBOC ¦ 436.03' V. IN ¦ 432.40'
WV, OUT = 432.20'
1 IMPACT
LINEAR FEET OF STREAM' 112 LF
STREAM IMPACT AREA 340 Sf, 0.01 Ac.
C] NETLANO IMPACT AREA 6,920 SF, 0.15 Ac.
® INTERIOR BUFFER AREA (ZONE 1) 5,388 SF
RL FO V1 W N PLA EXTERIOR BUFFER AREA (ZONE 2) 2,085 SF
PVI STA ¦ 12+50 PVI ELEV ~ 454.00
A.O. ¦ -3.11
a ~ o ~ K = 64,35 ° c`cv
J J'~ + N 200,00 VC + tv ' ~ iA ~ N M N
O ~1
a + d N f%l W ~~II
N <W m m W W
~~W ~I ' ,
, ' ~ ~ -A1A.STl~-~-22+~5- 454 - I PVI STA ; 20+00 ~ ~ Puu---``~~;-- 432.70 a I I ~ . -
X 454 - z ; 'P~. ELEV ~siD ; A.D. ~ 709 ' I ~ ' 452
- ~ ~ ~ I I ' - _ I , 8 . I I I ~ -----L----------
452 , • - ~ ~ - - l ~ 50 .z~ , ~ ~ ~ 4 r - ~
L_...-• - ' - ' 3 ~,w.....,....w4*. f------ ' - _ - -
4 - - ~ - E-ANC-~~•-- - . --t-- i---•---------------• , , ~ s
f-...... ' , 1- f-...------- a-•-------------- - , . I I - ~
~ -r- 448 ~ - ...T_.. \ I - r------------ -•--•-•--•---f•--••--• pp qq , - ..------•----I-------•-•- + - - 48 r I I --i- _
_ 1` ~ ~ \ 1 i •-------?---•-----•--~r~ n ~ ~ ~ ' . . ~ - , S - - \ O 17-°---•----°-•• N i , ~ I r - r-'-•------ i t___....._.. -
A-- a•-•--- - E ATI -----~•--•--•-•----•--•--i---•-----•--~ II• ~ - ~ a ; 446 ......4N..------ - - ' - ................•r-- - ' i , , , ~ ! ~Y._..._ i___________________i__._. ' r I ' I ~ - 44 r----...._
, i i ~ ..T.. , , ~ I ~ T.._.._ , , , , ~ .....................r.... - - ' I m i
~ ~ N + , , • ~ , i ..r_ 444 ~ ~ ~ - • , . r----•- ~ ~ ~ 42 I ---T _
N - ~ ~ ID I ~ M•--~------•~--•---------•- ~ ~ IP i ~.n_..__r____...___...+.lrl.~..._ r__.. N - - ~ M V ~
-----------------•-r----1- •-•------••-•-----~------.--N ~ I h-> 442 N--•----------••-~-----••--•---•-----;•- ~ ~ ~ ~ f - - , ' ~ ~ _ , I I I , i ~
-------•-•---•---•-i--•---~ S i W ' ~•--•t---•---- - - .......i.......... - __r.___.. , , Z _ '
• ~ N W ~ ~ - a ~ANN ~ ~ ~--•-•--•-r ~ ~ ~ 1 440 ~1-a---°~ MW O - ° ~ ~ ~ ~ _ .11.1e1L. ~ a I 3a ~ 'a - .
y ~ ~ - N---•------•------------•- ~ ~ _ . 88 ~ ~ ~ , ~ ~ ~ z -----~-------------------~-•-----------------a----------~--a - - ~ .3 I I ~ - ~ -
r.w________________________ , , , ~ ~ ' 438 cv 'M-t~------~-• ~ _ ------••---------A ~ ~ t } ~ ~ ' ' i ~ J J ~ ~ 438 -
O I ~ ~ ~ i • w-~- -L-------------- ---------L-- ~ ~ _ _ ~ ~ ~o a . ' ' L. .1.. _ .l ~ y.J._ .L..L_.. .
436 ~u,ur?~~•--~----------••-------~----.._..--•---••-._ ~ ~ ~ ~>r~ ~ I , I 1 1 ~ 434 -----f=
. _ 1 ~ N 1 I _..L. T-- W-t~ , ' i
ZZ Z ' 434 -------------------1- ~ J• ; PIPE W 32 - . ' •
i--------------•-----F---•--•------•-----1------•-----•- ; ; I- ~ c ELEV '414.8 ~ te" ~ a < W ; <ar -••---•--...__L.....---••~ ---•--i- I i I I ~ - 1~f ..a+M
432 ~ ~ •t~ ' 430 I
~ , , i , , , I , i , i ~ ~ , ~ ..................~.._..........._.....f..._....__......_-.~_...._-___......._.~..-.._.. i ~ i ~ ~ ~ W F ~ ,
~ ....................f....__... 430 s•----......_........;......._..---...... , , , i ...................~_._.-_..___......_._r._..__.___...._..._ , i i , i ~ ...................r__..__..___.__...__i_._.___._...._._.._.r.__.____..__...__.-~ , I _ ~ i ~ N I ~ ..............y.._...._.... r._..._...._.... ~ W' i I - I I , ~ _ . ..............f........._ • M ' I I I.. ' I ' ' - - i 429
, i _.r ...................T._...._.___...._...,..._.. _....__..I ____T_. i , i , , ~ , , ~ ~ ~ i , ~ ___.•__________________________________f.._._.__.______..__~.._._.._._..__.._.__,..._.__.._...._...__r. i ~ i r________________ r_._._..__.__._.._._~_. , - - , I i
i 428 r----- ~ r------------------- , , , i .._a________________ , .__..__._.~____________________f._..._. __I-___.______... , , , , , ~ I ' -~---------r---------- - - - - 4 - y ...............I
r 1 , , , i , , i , I , , , , , , _,._...__..__.._•.____i , I ___.__...i_______ ~ ~ ~P~ D ' ~ r----- - _ ~I 20x N GROUND ~ ___________________~.._.__....F_...__._.._.___.___-._--.__.._-___.-__-___._ ' I
426 ~ ~ i i T F _ ATl_Ce__LIFE_PASSAGE-: - - ` - ' az4 ~~s----- I
, i r .______-_.___.___..r..._...___.._____. i , ~ __.-_.....__1 __________________________y. , ._..r , , i i ' ' ' ..............1 I ' , ~ I I , I I I ~ ' ____.__---a-_.__--______._ ...a_.. 1 I I
i , i .___-_r________ , i ~ 424 --r--•-----•--•---• -----•--•r ~ 1 ....................4..._.__......__....1_.____...___.__ r , I ~ , I .___.J• ....___....Y 1 --•--I ___4-._... I 1 - ~ 422 I ~ ,
r , , I , , , I ~ I I I ....1 J..............____. _L.. , I i I ' ..............L .._...J_.._._.._....__.._..I..._.._.._._. __.L.. f , I I I , I ~ I I , , i ~ i ~ I I ' I
, , I F...__________.-____L_-_.._._....___.___~._________.___..___.4_..______......__..~..___.____._____...1_.__..___.___._..__.I__...___....___...__L--..., I ~ ' ~ ~ ' , I ...................J...._...__...____. __F_._.... , I I ~ , I I I I ~ 1 I ~ I , , 1 422 ~ ~ ~ ...._..__I ' I , I l ......J..__.._.... J...__..._-.. I ' ' I I ~ I , I ~
DAtR1Al ELd'Y
120. AO m t0 p0~ P~ Np~p O~ COM r~ ~:t~0 M~ r10 ~ 'N ~r~rp ~ M1~j ~cD
M ~ 00 M~ OOM Oh ~ppp ~p O~ OON ~M ~ X00 n10 01~ Np nN ~M ~ O~ C~ Oir ~I~ ^t0 ~1A ~V av ~N1 fN d~ ~Mr1 MM1 r v"~
N~ NN NA N N NN ~N N~ Na <t tt +a da N~ NN N ~N a~ f+ a~ ~ ~ , dd + ? f f+ t~ ~y r ~ a a
Y~ ~V 'If ~ d
20+00 21+00 22+00 23+00 18+00 19+00
14+00 15+00 t 6+00 17+00 18+00 10+00 11+00 12+00 13+00

SHEET 9
_ ROADWAY PLANS FOR WART PROCTOR STE
ENgNEERING and SURVEYHJG
CE WITH THE FOLL0IMNC PLANS 311 CHAPANOKE GOAD SUITE 106
THIS PROJECT SHALL BE CONSTRI F AND THE ADOPTED ENGINEERING I ALL BE CONSTRUCTED IN ACCOROAN STANDARDS OF HOLIY SPRINGS. RALEIGH, NC 27103 D ENGINEERING DESIGN AND CONSTRUCTION IYINARY PLAN TEL. [phone]!!6 FAX !19 179-1161
THESE PLANS WERE PREPARED IN APPROVF~D 8Y„THE.TOWN, FURTHE 2E PREPARED IN CONFORMANCE WITH THE APPROVED PREL APPEAR E TOWN. FURTHERMORE THE ENGINEER WHOSE SEAL ANp SIGNATURE T UCTION HOLLY SPRINGS TOWNSHIP NORTH CAROLINA
T~,~ r.,~ k urviv cooiurc CNt~NFERIWG DESIGN AND CONS R n~~c. n~_~d_r?R CIIRNFYFFI RY
tJLLUW 1'FIIJ 6LIt11~IW inni mr- IrRJ IMAI In[ Ivm'v yr - M ur+r~. vi-cam-w BEEN THOROUGHLY REVIEWED FOR APPLICABILITY TO THIS PARTICULAR PROJECT. PB-SUNSET
STANDARDS HAVE BEEN TH0R0U6 ANY PROPOSED EXCEPTIONS OR I XCEPTIONS OR DEVIATIONS FROM THE STANDARDS ARE LISTED SPECIFICALLY
ON SHEETS OF THESE DRAWN THESE DRAWINGS. SCALE 1 5 01 DRAWN BY BLM DWG. N0 WAKE COUNTY STEVE SHIPWASH NO.
PB-SUNSET ZONED: R-10 P.I.N. 0648-63-6209 REVISIONS.
SCALE; 1 50' (HORIZONTAL) 1" = 5' (VERTICAL)