20060774 Ver 1_More Info Received_20060627

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Consultants, Inc. ,~.-
June 21, 2006
NC Division of Water Quality
Attn: Mr. Eric Kulz and Ms. Cyndi Karoly
2321 Crabtree Blvd., Suite 250
Raleigh, North Carolina 27604
RE: Ridgehnven Subdivision -AID #200221118
Franklin County, North Carolina
Additional Information
Mr. Kulz and Ms. Karoly:

4

The purpose of this letter is to provide you with the additional information that you requested
regarding the most recent Ridgehaven Subdivision permit application.
~5~~
The following explains why we determined the 80 foot ~_ eam rench on the site that was previously
considered perennial by DWQ to be intermittent. Based on our field evaluation of the crossing
area, we found the subject rench dry, and as such we were not able to find nquatic organisms.
Thus, from the lack of water in the reach and the lack of aquatic organisms in a downstream pool,
we determined that the reach was intermittent. It is possible, due to the mobile nature of aquatic
organisms such ns fish and crayfish, that some of these organisms may be found in the vicinity of
the project during wet periods. This is not unlike the presence of shad and other gamefish in the
floodplains of Inrge rivers during spring floods; the subject crossing is at the upper tenches of a
perennial branch but it is not necessarily perennial.
The attached site plans show all stream impacts including all fill slopes, dissipaters, bank
stabilization, buffer impacts, the locations of zone 1 and zone 2 of the protected buffers overlayed
on the site plan, and diffuse flow provision mensur No sewer lines are shown on the site plan,
since the project will utilize onsite septic tanks. Level spreader worksheets are also attached for
your consideration. We will provide operations and maintenance agreements for the level spreaders
when we receive the 401 certification from your.of f~i N. Cross section details are nl o included that
show the provisions for nquatic life passage. ~~,,JJ
~~
The detailed road crossing maps that you requested are attache for your review. These maps are
from 2001, so they show the rip-rap aprons in the stream. The current proposal for the stream
crossings, though, has the rip/rap located on the sides of the streams instead. Therefore, we are
requesting the impact amounts associated with only the pipe on the attached crossings.~,~~,
Newton Office Canton Office
PO Box 224 wnrinc.com PO Box 882
Newton, NC 28658 Canton, NC 28716
828-465-3035 828-648-8801
828-465-3050 Fax [phone] Fax

Please feel free to call me at 828 / 310-6845 if you have any further questions regarding this
information or the permit application.
Best reg"anrd-s,
Pamela Teague
Newton Office Clyde Office
PO Box 224 wnrinc.com 217 Paragon Parkway, # 142
Newton, NC 28658 Clyde, NC 28721
828-465-3035 828-627-0051
828-465-3050 Fax [phone] Fax

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Michael F. Easley, Governor
William G. Ross 3r., Secretary
North Carolina Department of Environment and Natural Resources
May 12, 2006
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. John Dean, III
Ridge Co., LLC
112 Stratford Drive
Louisburg, NC 27549
Subject Property: Ridge Haven Subdivision
Ut to Tar River [030301, 28-(24-7}, WSV, NSW]
REQUEST FOR MORE INFORMATION
Dear Mr. Dean:
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 06-0774
Franklin County
On May 8, 2006, the Division of Water Quality (DWQ) received your application dated April 17,
2006, to impact 3121ineaz feet of stream (2321ineaz feet perennial stream, 80 lineaz feet
intermittent stream} and 0.00 square feet of Zone 1Tar-Pamlico River basin protected riparian
buffers and 0.00 square feet of Zone 2Tar-Pamlico River basin protected riparian buffers to
construct the proposed residential development. 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 five copies of 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. The DWQ determined all onsite streams to be perennial in August 2002. Please provide
documentation indicating the 80-foot reach referenced in your stream impact table within
Section VI, No. 3, of your PCN is now determined to be intermittent by the DWQ.
2. Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization
on the site plan.
3. Please indicate all buffer impacts on the site plan.
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Cralwee Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone] / lntemet: htto://h2o enr.state.nc us/ncwetlands
N.om~` Caro 'na
/vatura~ly
An Equal OpporlunitylAffirrnative Action Employer- 50% Recycled/10% Post Consumer Paper

Ridge Co., LLC
Page 2 of 2
May 12, 2006
4. Please indicate the location of the protected buffers as overlays on the site plan, clearly
distinguishing between Zone 1 and Zone 2.
5. Please provide cross section details showing the provisions for aquatic life passage.
6. Please locate any planned sewer lines on the site plan.
7. Please indicate the diffuse flow provision measures on the site plan, provide level spreader
worksheets and signed and notarized Operations and Maintenance agreements for the level
spreaders.
Please contact the DWQ within three weeks of the date of this letter to verify that you have
received this letter and that you remain interested in continuing to pursue permitting of your
project and will be providing the DWQ the requested information at a later date. Please contact
me in writing and Eric KuIz of the DWQ Raleigh Regional Office. If we do not heaz 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 awaze that any impacts requested within your application
are not authorized (at this tinne) 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 Kazoiy, Supervisor
401 Oversight/Express Review Permitting
Unit
CBKlijm
cc: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Pamela Teague, Wetland and Natural Resource Consultants, Inc., P.O. Box 224, Newton, NC
28658
Filename: 0609~4Rid~eHavenSD(Fnnldi o)On_Hold

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151 Belle Street ff ditch velocity > 2.5 f /s L 4.0 t /s seeding w /Jute matting req'd
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Henderson. N. C. 27536 Ii ditch velocity ~ 4.0 f /s rip-rap lining req'd
Telephone [phone] PROJECT ~~Id 'e ~1~'QVl - Seeding mulch and tack = SMT
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Henderson, N. C. 27536 > 4.0 f /s
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It ditch velocity <2.5 f /a seeding w !mulch and
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Civil Engineer and Land Surveyor If dlich velocity > 2.5 f /~ ~ 4.0 f /~ aeeding w /Jute malting r eq'd
151 Belle Street
N. C.
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, Clvll Engineer and Land Surveyor Ii ditch velocily «.5 f /s seeding w !mulch and tack req'd
151 Belle Slreet Ii ditch velocity >2.5 i!s < '4.0 f!s seeding w/Jute malting req'd
Henderson, N. C. 27536 If ditch velo/cily ~ 4.0 f !s rip-rap Ilning req'd
Telephone [phone] PROJECT ~~ 6E L-I /~ yE~ ^ ~ Seeding mulch and tack = SMT
Seeding w/ Jule matting = SJ
ROADWAY DITCH VELOCITY COMPUTATIONS Rip-rap lined channel = RR
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Rn RDN 0.2-7 0, I 1 o,o~f S ~ °S ~ ~ ~e~
.
1
L.
`
I-T 12- .d aC e r. = L. t ~1 ~
o d ' ~ A. n e.

° = I . Sl xo- - ~ .~ ~ - s
~ - - ~
n gross = 0.03 0
Ditch
I I_ ~ I nrip•rap = 0.035
W 2

r
' ~ ~j
Sheet ~ of
John L. Hamme Ditch prolectlon criteria
Clvll Engineer and Land Sur veyor If ditch velocity <1.5 f /s s eeding wlmulch and fuck req'd
151 Belle Street If ditch velocity > 2.5 f /s < 4.0 1!s seeding w/Jute ma111ng req'd
Henderson. N, C. 27536 If ditch veloc
it
y ~ 4.0 f /s rip-ra p Ilnfng req'd
Telephone 919!492-6870 PROJECT n
/
~~ DGC fl /v V~~ ~ Seeding mulch and tack SMT

ROADWAY DITCH VELOCITY COMPUTATIONS Beading w / Jule matting SJ
Rlp-rap lined channel = RR
Directio of flow C 110 A q10 ZI Z2 Wb 'Jitch Depth Ditch Protection Required
Station n in/hr acres cfs ft. ff, ft. SII%p+ off Flow f gl.
l~tl-r LD ~i~ S ~ ~
~
0
- o -~S~ .03
' D O 3 2 ~- U, 4 Z
~
ADS
a uo ~ O, x.90 o,oz~~ D,I'"] 2.1 S^.+T

i ~~ T- 2~on T o --
z z ,o I p.u,3 ~ ~- ~- O.v Iz. u.o3 So ~~^ -
31-ao ~ U.o7 D.Z o,012 v,o ,o S~'7

fioD J
O,
tIZ
o ,OIZ
U ~~
I .3n
~ ~' T

eF-1 z ~6' 1-~_
r : s,s
_~
ovT
z3
.5
0 o
D.Z
3
z
L
o~D17
0.~~
p.R(;
~.
fiu j: o.0 0,12- v7~' v•uf3 a,~z. ,-~'f;
I~ ~ 1, I-F \ d D ,--1
~ '1 m, o.3 0 0 0.~1o voG ~.~ 1 s~
_~~G S JS~
N/r~ Jl~~,

n grass = U.U3 O
Ditch
I ~-- ___) J nrip•rap = 0.035
~, "' z z
f~

r ~
':.bhn L. Hamme
Civil Engineer and Land Surveyor
151 Belle Sfreel
Henderson, N. C, 27536
Ditch protecllon crilerla Sheol ~ of
If ditch veloclly <Z.5 f /s seeding wlmulch and tack req'd
I1 ditch veloclly > 2,5 f /s < '4.0 f /s seeding w /Jute matting r eq'd
It ditch velocity ) 4.0 f /s rip-rap lining req'd
Telephone [phone] PROJECT la P i~' v ~~~ - ~ Seeding mulch and tack = SMT
ROADWAY DITC VELOCITY COMPUTATIONS Seeding w1 Jute matting = SJ
Rlp-rap lined channel = RR
Directio of fiow~

Station, C
n I1O
inlhr A
acres QIO
cis ZI
1t, Z2
ft. Wb
ft. ~Jitch
Slope
it /tt Depth
of Flow
ft., Ditch
Vei,
f /s Protection Required
>'
- ~-1- So
~
°'y, 03
5.70
0.5 5 ~
I, 2S L -
o.ozs
o ~_ I
z ,3 $
S t`" 7
~~oSO ~ ~, o Z, (~ 3 z, ~--- U,oz o,~{7 2,63 'NAG SISa
DO 9,38 9,,, o,uzs' o,~ 3.11 ~It+C, SISa ~
lu L_Er I t ~ 9 I, ,88 13. y o o,o z o q o 3,~8 r~ n~ s l s~ I
I-~)` 2t ~~ ~ 4
Ztz ,•5 o.z3 u.L~j Z z 0,012 0.18 ,,,- ~~~-
3 po
too
~ 0 6
I.-Lo
3, (,0
o,01z
v.(~1
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5 Z ~ 1.g5 5.5~ o,olz 0.-13 I.9~ _ N(`G SISo
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0.1
L .3 ~
~
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v .'i l
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8
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o,a

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-_

~ . ~
g+9 - ~•S I.o 3.~L o, ~3d o,~{ ~ 2,2'L .IAG 5 ISo
o I .v~ 3.21 a.o 0, r!v Z.,21 ~ S ISM
t.v~ .3 o,us+ 2,Ss o,ozo 0.15 I ~~ ~Nt~G slso -

1~~4-ov o.30 ~,~~ o,ou~
~~ .u
,3z,
s ,~
f b~ 12~~I o ~ o,ool, - --
13+00 o,vL 0.18 0,01 °'"q 0,~1 S~"I%
X00 O. IZ_ U 4.0 /~•n~ I • `~3 Sn~~
,bo 0.19 b o.og ~, 1.91 NII~ SISo
(~+C~o v•z(~ o,~g o~9 BIG 2,68 -- Pc, ~ r s n
`CcDS Il~t-Ib,Sa 0,27 D.8 0,000 ~,1`~ I ~N --NaG S f so
l,i~(,.Sd 6,3 ( D ,0.5~ ~~. I .$ "N G SI S6
0 7' ~ ~ P ~,~31~ a. ~ /. ~ c -~S
to = ____

n grass = 0.03 0
Ditch
I ~ ~ ~ nrip•rap = 0.035
W 2

' ~ ~ ~ ~ Sheet ~ of
' John L. Hamme Ditch protecllon criteria
Clvll Engineer and Land Surveyor If ditch velocity «,5 f /~ seeding wlmulch and tack req'd
151 Belle Street If ditch velocity > 2.5 f /s < 4.0 f /~ seeding wlJute matting req'd
Henderson. N. C. 27536 / If ditch /velocity ) 4.0 f /~ rip-rap lining req'd
Telephone [phone] PROJECT /~ I ~//~ ~' / /~ '~ f l ~,' ~ Seeding mulch and tack = SMT
ROADWAY DITCH 'VELOCITY COMPUTATIONS Seeding w/ Jute matting = 5J
Rip-rap Tined channel = RR
Directio of flow

Station. C

n I1O

in/hr A

acres QIO

cfs ZI

ft. Z2

ft. Wb

ft. rJitch
Slope
tt /it Depth
of Flow
ft., Ditch
Vel.
f Is Protection Required

INTO) DU ~ O I

I -1 UO `I 0 , 0 1. ~ ~ `~ Q. 0 O,G~ 1, y Z- SM
N l6 f~ N o ,"1 J O Q -- - - ~ ~
Z~t-ao 6.11 ~ 6, ~S G,oOs 0 ~ ID Q,~j °/ J ~n T-
i-c~s Z~ZO.o ~ o, to e, o a,di3 o,7i /~,.19. s"' r-
2.-J- ODD 6v o , I . ~ Z 0 , 013 0, ~ 3 1.3 y s^^ S i'

~_ ~rT

wwG~`T2 0,~ Z. ~ C~.b Y 4.32 2,~0 ~~G ~ISa N
~-o 0
~
a ,~
, p z,.
~
O D Y
[a z 3
~ ~~ ~-
tv A c> S I J O 1
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II III I~ z_ .ZO d 0 p,o I --
- ~: ~,, -'
_
br0>2~~.0 x,03 6U o,013 D.QS o,~~ .s~~-,.
Z~ 70, a~ o.o~" b. I S n.o l3 0~~~ o,q3 -c~~ - ~-

5 = o, ~ o. /J= ,S7 c~s

n gross = 0.03 0
Ditch
I L_ ~ J nrip•rap = 0.035
?, W ~ 2