20180689 Ver 1_More Info Received_20180726

Goss,,Stephanie
From: Kleinmaier, Brad
Sent: Thursday, July 26, 2018 1:30 PM
To: Goss, Stephanie
Subject: RE: Henrico BAA -Site renovation
Stephanie,
Per ;correspondence received from Gary Beecher last night, I will be modifying my plan for the Henrico site to remove the
riprap apron from both sides of the boat ramps. With those removed Gary said he will permit the project;under GP 30.
Brad
-------------------------------------------------- ____-----___________:._______
rad Kleinniaier, P
FaciEty C onstrucdon Egg; cer d: Capital Projects (.,00rdinator
NC Wildlife Resources Commissimi
nctivildlife.or
Ito :it ul from is rez!,I,:r uc subject to die NAI Pub lic R;:co d:: L: V'r ;and rz�; v be di;r. r;s<:d to third I;art.ic-a
From: Goss, Stephanie
Sent: Thursday, July 19, 2018 10:02 AM
To: Kleinmaier, Brad<[e-mail]>
Subject: RE: Henrico BAA -Site renovation
Ok, I'll hold onto the letter then until I hear back from you. Thanks!
Stephanie Z. Goss
Environmental Senior Specialist
Division of Water Resources
Raleigh Regional Office
3800 Barrett Drive
Raleigh, NC 276o9
919-791-4256
E-mail correspondence to and from this address may be subject to the
N rth Carolina Public Records Law and may be disclosed to third parties
From: Kleinmaier, Brad
Sent: 'Thursday, July i9, 20184:57 AM
To: Goss, Stephanie <[e-mail]>
Subject: RE: Henrico BAA -Site renovation
I have not gotten a firm answer. Last correspondence I received he was checking with someone else within the corps looking
for agreement on using the 30. Hopefully I'll see an answer soon.
Brad
Brad Kleinmaicr, P
1

1-acilit= {_.,onstruc.tion Lriginee.r & { apital Pro'ects Coordinator
NC Wildlife Resources Cornrriissiori
ncxvildlife.on
From: Goss, Stephanie
Sent: Wednesday, July 18, 2018 10:32 AM
To: Kleinmaier, Brad <brad.kleinmaier [e-mail]>
Subject: RE: Henrico BAA -Site renovation
Brad,
Have you gotten an update on this one from Gary? Just wondering....
Thanks in advance!
Stephanie Z. Goss
Environmental Senior Specialist
Division of Water Resources
Raleigh Regional Office
3800 Barrett Drive
Raleigh, NC 27609
919-791-4256
E-mail correspondence to and from this address may be subject to the
North Carolina Public Records Law and may be disclosed to third parties
From: Kleinmaier, Brad
Sent: Thursday, July 05, 2018 3:55 PM
To: Goss, Stephanie <[e-mail]>
Subject: RE: Henrico BAA -Site renovation
No luck Stephanie, I tried calling Gary- and I emailed him but he might be on vacation this week. From his last email it
definitely- sounded like he was planning on the RGP 30 but I can't say for sure until he gets back to me.
-------------------------------------------------------------------------------
Brad FJeinrnaier, PE
Faciliitv Fjagilacer & (,apital Protects Coordinator
NC Wildlife Resources Cor missio
ncwildlife.or,
,., ail :( l.aI. S; di.t,,' ...
�u;. t,+.�..,I::kri il;:ctt. .;u �.�. 1'ublxclN.� v._:1_�x ii:3r, .l. -c: }.. lr,..f,�.
From: Goss, Stephanie
Sent: Thursday, July 05, 2018 2:44 PM
To: Kleinmaier, Brad<[e-mail]>
Subject: RE: Henrico BAA -Site renovation
Brad,
If you can get Gary to verify the use of 30 or 36 1 can edit the letter really quick.
Stephanie Z. Goss
P)

Environmental Senior _
Division otWater Resources
RaleighRegional Office
380o Barrett
Drive
NC276og '
919-791-4256
'
E-mailand from this
North Carolina PublicRecords Law and may bedisclosed \othird parties
Frann: 0einnnaier, Brad �
Sent: Thursday, July U5,ZO1O2/4ZPM
To: Goss, Stephanie
Subject: RE: Henrico BAA -Site renovation
OK, oosince it's under the same general certification we don't need mhave the permit reissued oz
Brad
Bcad Kleinniaier., PE �
N-CWildIbfe Resources COMMISm1011
~
f"'Ima col respondence mmJfrom this mod,�,�g ,�ubjectwthe m,C'Public Reo��Law and may oeJli�dosc uvapml�e,
..
From: Goss, Stephanie
Sent Thursday, July US;2O1Q226PM
'To: 0einnnaier,Brad
Subject: RE: Henr�o8AA'Sherenovation
-
.� -
Well, inthe letter |' just issued you it states you will be using. NWP 3.6, but it is under the same general certification 4132.
i
Both 3Uand 36are under the same general certification.
'
Z. Goss /
Environmental Senior Specialist
Division ufl0a1�rB�ono�ce�
`
"^"°`a"
3uunBarrett Drive
Raleigh, NCo76o9
919-791-256 .
E-mail correspondence to and from this besubje'ct to the `
North Carolina Public Records Law and may bedisclosed tothird parties
. .
'
_.... __^_��-___...........
�___��_____��_����_-�
' Fmanm: Kleinmaier, Brad
Sent Thursday, July 8S 20182:22PK4-
To:.Goss,Stephanie: 1
Sub act:R�Henhdo8AA-Siterenovation
�|�
..rh.^�~
3

One thing Tjust thought of, I'm still working oogetting the OSACRpert-nit and iodiscussion with Gun�Beecher itsounds Eke
he might permit this under RGP 30 instead of NkVP 36, if he did it that way would that change anything on your en&
Thanks!
---------------------------------------------------
Brud Kbciucnuier, PE
NC Wildlife ResooccenC'nmmuimeiou
ncwi.ldlife.or
From: K|einmaier, Brad
Sent: Thursday, July OS 20182:16PM
To: Goss, Stephanie
Subject: RE: Henrico BAA -Site renovation
Great, thank you Stephanie!
'-------------------------------------------
Bm/dKIcinom i PE
NCWildlife Resources Comniaaiou
From: Goss, Stephanie
Sent: Thursday, July OS 20182:13PK4
To: K|einmaier, Brad <
Subject: Henrico BAA -Site renovation
Brad,
Please see the link below to view and print a copy of the approval letter:
The original should go out in tomorrow's mail as well.
Stephanie Z. Goss
Environmental Senior Specialist
Division ofWater Resources
Raleigh Regional Office
38on Barrett Drive
Raleigh, NC276og
919-79/-4256
E-oiaJ correspondence to and from this address may hesubJodWthe
North Carolina Public Records Law and may bedisclosed tuthird parties
0

4g. Total permanent open water impacts:
-8-84 10.05 per 7/26/18 revision - by BSK
4g. Total open water impacts:
-e 0.05 per 7f26/18 revision - by BSK
4h. Comments:
Proposed boat ramps will require placement of fill to meet standards for slope of boat ramps.
E. Impact Justification and Mitigation
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:*
Proposed ramp and dock located in same location as existing ramp to limit disturbance of lakebed and bank.
Additionally vertical curve at the top of the ramp was shortened and maximum ramp grade was increased above
standard in order to minimize amount of fill to be placed within Lake Gaston,
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:`
Concrete boat ramp will be poured and allowed to cure away from the lake and will be pushed into place rather
than pouring near the water. Erosion control practices will be followed including installation of a turbidity curtain to
limit lake disturbance to the area immediately adjacent to the existing and proposed ramps. Silt fence will be used
to prevent silt from leaving the site during construction.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
r Yes C` No
NC Stream Temperature Classification Maps can be found under the Mitigation Concepts tab on the Wilmington District's RIBITS uvebsite.
F. Stormwater Management
— Recent changes to the stormwater rules have required updates to this section ."'
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection
Rules?
f Yes r• %
For a list of options to meet the diffuse flow requirements, click here.
If no, explain why:
Project is not within a riparian buffer area.
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?
C Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15ANCAC 02H .1003(2)?*
r'•` Yes
(- No
To look up law density requirement click here 15A NCAC 02H .1003(2).
R

a
A North Carolina Wildlife Resources Commission
Division of Engineering Services
1720 Mail Service Center
Raleigh, NC 27699
RESOURCES/ PH: 919-707-0150
COMMISSION FAX [phone]
Sheet Index—Al Sheets
1.0 - Existing Site Conditions
1.0A- Existing Site Conditions with Aerial Photography Overlay
1.1 - Existing Stormwater Conditions
2.0 - Proposed Site Plan
2.1 - Proposed Ramp and ADA Parking Details
2.2 - Proposed Stomnvater Conditions
6.0 - Proposed Profiles
6.1 - Lake Width Measurements
• 11
Henrico BAA J
Northampton
County, NC i
NOT FOR CONSTRUCTION
Henrico BAA
Site Renovation
142 Water Front Road
Henrico, NC 27842
Lake Gaston
Northampton County
5/16/2018 - USACE Permit Submittal
7/26/2018 - Permit Resubmittal

NOT FOR CONSTRUCTION
N
•\,t 7
\ b:\istmg Site Summary:
\ Size of Fntire Tract = +55 Acres (including easement) 01
Total Ilsisting Impervious Area = 35,530 SF (above Of RVNI)
Total Length ofStreambank = 348171'
\ \ Nz r
\ w
40 0 40 80
/ \' \w '
Scale 1" = 40'
Notes: � N'J s ,
\ \• •z - No utility conflicts anticipated however call 8110 - e, a '
before dig ging commences.
\ •\ All elevations based on N\C'l. = 0
\� (NW'L Of I\C'M due to limited fluetuatu�n in I,akc
\ \ Gaston water levels)
\, Ditch Line \ -A portion of site is within the FNMA lot Year
Floodplain.
r
\X RC Pmperq� Linc
17
is —
J
In, 84-F -- — — _ �>, \ NO PARKING sign
t3 _ NO PARKING sign
,�-' :M.
i Q o
910 �— lm _ 7�-- l�? V� 1• m 7
— / i
33" 24" RC.p Culvert N \ .. 4 : O e
.. +I I (; ravel Acct •s Road (D
3-Y -+° RCP c,�l�err — y a a
f jl Donnnion Resource.: and _
_. 1 rma g CO N
Uj
6
Inv = 7.30 '+24'
f
— — —
/ i— —I 11 3.3fi 'Z.f� I nuI l Jmbcr tj x -k —
/ Ditch line WRC Sign . r -
-Gravel
--- +,
..
WRC Easement arta - � � ` — — Riprap—
i / -7
_er�is
-10
NO LITII.ING sign
- 100 Ycar Floodplain s i
LAKE GASTON -
1.0

•
`
Henrico BAA
ORTHC ROLINP WILDLIFE kE90lIRCCSG M1.11S; ION
3
Site Renovation
DI ISI ON OF ENGINEERWG A LAND5 MANAGEMENT
t 20 MAIL SERVICE CEWER
RALFIGH. NORTH eAROJNA"F>SP
Existing Site Conditions
Hl— 113ID70150
with Aerial Photography Overlay
ar s+s.7o�o:cz
n 117M!U
z
9
y
-
o
z
•
`
Henrico BAA
ORTHC ROLINP WILDLIFE kE90lIRCCSG M1.11S; ION
3
Site Renovation
DI ISI ON OF ENGINEERWG A LAND5 MANAGEMENT
t 20 MAIL SERVICE CEWER
RALFIGH. NORTH eAROJNA"F>SP
Existing Site Conditions
Hl— 113ID70150
with Aerial Photography Overlay
ar s+s.7o�o:cz
n 117M!U

\ NOT FOR CONSTRUCTION
••-A F.aisting Site Summary: g
Size of Entire Tract = ±5.5 Acres (including casunent)
•.•\ \ Total Isisting Impervious Area = 35,530 SF (above OHIX'M)
Total Length of Streambank = 348 1, Y
\ \ 014
,A
40 0 40 80
Scale 1" = 40'
\ 0
rr 0
U;
\Al �_ Notes: F w 'r
_•�` `` \••.•a, - No utility conflicts anticipated however call 811 p r- °-
�.. • ...\, � ••.� before diong commences. ` u
V ♦ \ \.\ �. �..
All elevations based on-NWI. = 0
�.•. Y ( €�
N\r I, OFnC'M due to limited fluchtahnn in lake n
\ C Gaston water levels) '
\�. \ -portion of site is within the FLMA 1011 Year
DItch Line F
.- •\ �� •.. _. � _ haisting suinnwatcr ����_ Floodplain.
drainage divide (tYp)
Hxicttng stnnmcater
\ ...: flow arrow (n p)
\X RC Property Linc �
/ \
rs ._ r
Inc = 8.44 1
♦ 1 3 z R ti 1 p C)
s —_ _ 11 yia — — — In, 272 �� h';1 Vy N
. _
133'- 24" RCP C kcr[ n : w.. � � Cr
RC,I' C I rt '~_—_� .� v--. rU N q
75
/
nv 7.30
-
-.. -
/ ,._ -_ J, • _.. _ / � i — _ _ _ —Inv 2.3(., ,t ._ , i '' ,/ T -7�Lij
,
/ Ditch line
I'reclinc �� -. `•r.... C iza L,:,' `• fi'i'1-ia+Ar--�`c�` �Lr�
titttnwater froih.}�3!'
— — — — / I �• �� y ,�—�+w��a sw+.� eat caner area drat
-j-: J; -. _ � - i ish i unccctr ramp to -
7i %,ih i L
100 Sear I400[plain
/ LADE GASTON '

Z
\ NOT -FOR CONSTRUCTION °
N h
Ni
Proposed Site Summary: - - - ' • ="
Size of Entire Tract= ±5.5 Acres (including easement) F5 w
Total Existing Impervious Area = 35,530 SF (above OH\VN u
'\� ` •� \ \ Total Proposed Impervious Area = 36,745 SF (above OF M7NI) a
\ Total Length of Streambank = 348 FT o n n
Length of Streambank impact = 68 FT
40 - '0 -40 80 iuw,az
Viz..
\ / \\,
Scale 1"=40'Lr�P
•x ,
LL JZ a
Notes:
VO
_ - No utility conflicts anticipated however call 811x o N Ci:
\ ' •� \\ vo \� - before digging commences. rc N r i✓ a .`s
-All elevations based on NWL = 0 o_ _
�\\�%) \ \ •1 (NNNYL = OMXIM due to limited fluctuation in Lake
Gaston water levels)
-A portion of site is within the FEMA lOD Year-
/ --.. Floodplain.
\ \ DitchLine -Seeding to be completed by contractors (via quote).
� � • \ - - - NC\CRCpersonnel to complete remainder oFproject.
WRC Property Line
_ —
\ t �—
_
v
-712 fj
L 9_� ,\',''
\._
_ o
r -- gavel Access Road, Cencrete,lD_1 Puking with walkway -,- a
.. j to p el Kiosk I w
to of ramp, use fill from Salmon's
_ 1 Double Rail Fence HANDIOAP PA1. KING - — 3 Pin p
WRC
/
Place Fill from Salmon's Landing site, ,_. - — . — .. • tandin'fiY to bring to grade •> \rAN CESSITiLE f I'`+�'•` ,..... -. v
r.Aa" " - _ _ - - 1
top with gravel to expand parking area, ' -—"-""'°-:�-: -
,.._..tea..- ...,a
/a
Ditch Linc / _ 5—
/...
a ^ .
- - -
-- _
fi- - '�q=��� _ D�ual�Goncrete Ralnps lditft_ 1 .
a / / - J,
_- • i" : ' ' Cuh%erfb .A.3..@-LUO°lo...
, -.} . _......_ ... i2 - _ 52'Floatitg Dock'begyeen
WRC Easement Area Place fill from a _ " -- " '" - — — ` - _
Salmon's Landing
sit __ --_ __.. - - - -_ •'` .. _ .__ -- ._ _
f _ . .. _..
.�` t / .� _....._ ,7.
• i ... '/ � . enacoBA.4 dv.n
N y MRK
s
100 Year Floodplain - / ' ' ora:^a°,'� 3r
\ AIDE: GAS TON ApF�:a�.
'•.K
\ \ \
Cftae! No.
2.()

All el—tions based on NWL n
_
NOT FOR CONSTRUCTION
. I\due limited fluctuation
_.- .- - -- /
.- �
_ _ _ ,
_ — — — —
7
s a
in Lan Lake Gastonn water leaels) ..
- / �
— _— —
i
,.
0–
g0
z
Gravel Access Road Concrete AD,-\ Parking u'ithiwalkwa,v
--- Double Rail Fence '
=- to top of ramp, Beufill tronl'Saln—
Landing to tiring to grade
36'
\\'R(, 3 Panel t\IO'k
—
.. _. _. -•, _ ---,.I _....
t ,.. ,. _ 20, — —_4 .GT ,— , - -
p( flerbtc. r D
Coucrtt� Walkway
° n
-
lcar Hoodplalu
5 _z
_�ttf
a,.
a
Extend d I ting +' RCP C rt
°
HANDI( \t J .ARI
x"
ING—
/
_� VAN \C.C,I':SSfI31"f.�
L`S .. Did I'[ �J—'M NYS _ lNn•.....
D s �a
111N`-�NW��
\
ii V:
D-..
k��
4
ru
N
I Notes:_.
D
_ � �
- -- -
N 6t
- No utility conflicts anticipated however call 811
c!;
before digging commences.
_ _ _ — — — — --
-All elevations based on N\CtL = 0
OT T\C- M due to limited fluctuation in Take
'.. •.,'
\ \
Gaston water levels
/ _ .. - _ _ -
D ° - ,
-A portion of site is within the FEMA 100 Year
_ _
_
Floodplain.
-Seeding to be completed by contractors (via quote)./
' _...
—
NCW-RC personnel to complete remainder of project
/
161
15, 15' _
10
—
7 \
i Coe N
20 0 20 40
LAKE GASTON
.L
Scale 1" = 20'
_ 12
z.l

\\
z
r
Proposed Site Summary
Size of Entire Tract = ±5.5 Acres (including easement)
\• ' ` \ \
Total Existing Impervious Area
= 35,530 SF (above OH\VIvl)
V C
Total Proposed Impervious Area
= 36,745 SF (above OHWM)
\
O�
Total Length of Streambank = 348
F'I'
w�
a�rr
40 0 40 80
Length of Streambank Impact =
68 FT
J J
W
Scale 1" = 40'
Z5 2
o -'L
—
Notes:
- No utility conflicts anticipated however call 811'
before digging commences.
s N r <
s
-All elevations based on N\VL = 0
z �'
(N\VL = OHWM due to limited fluctuation in Lake
Gaston water levels)
a
„_
-A portion of site is within the FEMA 100 Year
�a
_ Floodplain.
-Seeding to be completed by contractors (via quote).
Ditch
1
NCWRC personnel to complete remainder of project.
\ i Line,
-
t
-- -_ ..._ --.
\SRC Property the
17
is
,
NOT FOR CONSTRUCTION
z
r
V�
V C
•
� N
O�
w�
a�rr
40 0 40 80
J J
W
Scale 1" = 40'
Z5 2
o -'L
—
Notes:
- No utility conflicts anticipated however call 811'
before digging commences.
s N r <
s
-All elevations based on N\VL = 0
z �'
(N\VL = OHWM due to limited fluctuation in Lake
Gaston water levels)
a
„_
-A portion of site is within the FEMA 100 Year
�a
_ Floodplain.
-Seeding to be completed by contractors (via quote).
NCWRC personnel to complete remainder of project.
to-
--_ IA/
_,.. -
/.._. _... --_--. ...... ....
/ .-- ; m>„- � Int- _ 8,
41
...... ........ .
12
...nt .7 ;'.
.� i1 � osecl stormwa 'r
,
ter_ -' - �—".. / ,�.,�''.,1•,'�• •';�.. dra-
nage-die7de (ty
Gravel Accesstoad\�--------Q-- Propose drmta
foazrow
1l
.. __ _. _, Inv=7.30,- ' �. %' �.. '- i. • �.;. "r- -
•
/5
.Ditch Line \.'• i i
i
� // / � ,:• %-� __.. ....._ ..._ � __ is -S_f r
v_-arptnd h.at anps. bnl torm
_
y-�"�d
l.• _ !� '`' ; .• sto`m�cater that _fallson.tlle-ramp.
WRC Easement Area ,�°' _. -- — — — _ - - , flotvs2lire�ilo Lake Gaston
i
100 Year Floodplain lI %
...... � J � GAST-72
ON-- _
1 M6/2e19 1
2.2
BSKj3 K

FNUT: �FOR CO�NSTRU�CTION�
'q�
R -lop ArMtUfC Will C(MMSC (4
--- - - -- - - -- - - W, R,mr—c-I C'mcretc
- - - - - - - - - - - - - - --
N,
to 1",mg 1" gmd, (a 1 12"
C lash I, P, ij, 1,
--------------
?
p
-7 ------
NV L
<3<1
A- 2
F,iq P, �,-,llnd P"'fil
PROPOSED RATNIP PROFILE
SCALF- I" = 10'
I I M WK M AMV "I AN
............
VF-fffIC,,U, (A -IR I,' DETA IL Fill 191 Cy
I�AR I I M20RK 10) Yk 10 Of NVM
Begin Vert. Cum —,(.Y
Back of Apron Imd ofCur�e I'd] 2:8 CY
1-1 - 5.21 F1 4 7' Bepi 15",, Slope ... . . . . .................................... . ...... ................. . .... ................... . . .. . ... . . . . . ......... ..............
El. � 41
............ .. .... ............... . ....... -1 — -------
vcTlwal Cu", <
< —r.
>
bacl� "IL
2
I'lld ,f apoll, 1), d, 1 6, 6i] I (l)
s
FAi,tm�a, (�lound
N
4,1w
I alop/pp ,I'll[ 1), i, fj 1,
Nete"
(NWI, 01 1WM duc to finitted fluctuation
in Lak� (;�,m ivate, 1-6)
PRO_!P��OIEFD FLOATING DOCK PROFILE
sCALF I— UV AII con—t—hall b, NCDOT-1500 1- air
entrained with V. iir content.

NOT FOR CONSTRUCTION
40 0 40 80
a
` ' �� � tiM+ -% � : Scale 1"= 40'
men Lake Impact
Iural .
_ _ 1 Length of Bank = 348 Feet
77 I oW Length of Hank [.pact = 68 Feet
$ iY Iakc \C4dth at Dock +190.4 Peet
Ll Dock Encroachment from OH%M 7
+401 uo:
1 7'
k
' s r 111 clevatu,,
thud 1111, 11 11 1 a, i.1^
VT,i iNHI
1
i_u Al tl Lbk. 1
I
LAKEGASTON
s
At