20090427 Ver 2_DCM Permit_20100218

Permit Class Permit Number
-NEW 20-10
STATE OF i* UK'T 1H f A1C!C L NA - -
DeQarrment of Environment and Natural Resources t5 9 o L" r)
\
and
Coastal Resources Commission J -
Qr , t
LL ?L
for r•?iSLJ??
X_ Major Development in an Area of Environmental Con
pursuant to NCGS 113A-118
FE8 7 S, 2011 0
X Excavation and/or filling pursuant to NCGS 113-229
WIETl?p AN0 SATORRNfWOUAL[Ty
ATER RANCH
Issued to Henry Carl Spruil, 161 Wellman Street, Norfolk, VA 23502
Authorizing development in Tyrell County on Albemarle Sound, at 73 Waterfront Road,
near Columbia , as requested in the permiace's application dated 3/19/09 (MP-1 and MP-d) and
10/19/09 (MP-2), including the attached workplan drawing (1), dated revised 9/29/09.
This permit, issued on February 15, 2010 is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
Docking Facility
1) Unless specifically altered herein, this permit authorizes the additional docking facility and construction
of the docks, piers, and other structures and uses located in or over the water that are expressly and
specifically set forth in the permit application. No other structure, whether floating or stationary, shall
become a permanent part of this reconfigured docking facility without permit modification. No non-
water dependent uses of structures shall be conducted on, in or over public trust waters without permit
modification.
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the issuing
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.
This permit must be accessible on-site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
November 15, 2014
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program.
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.

James H. Gregson, Director
&ision of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee
Henry Carl Spruil Permit # 20-10
Page nF
ADDITIONAL CONDITIONS
2) -o attempt shall be made by the permittee to prevent the full and free use by the public of all navigable
1
water at or adjacent to authorized work.
.3) The permittee shall maintain the authorized work in good condition and in conformance with the terms
and conditions of this permit. The permittee is not relieved of this requirement if he abandons the
permitted activity without having it transferred to a third party.
4) This permit does not authorize the interference with any existing or proposed Federal project, and the
permittee shall not be entitled to compensation for damage to the authorized structure or work, or injury
which may be caused from existing or future operations undertaken by the United States in the public
interest.
5) The permittee shall install and maintain at his expense any signal lights or signals prescribed by the U.S.
Coast Guard, through regulation or otherwise, on the authorized facilities. At a minimum, permanent
reflectors shall be attached to the structures in order to make them more visible during hours of darkness
or inclement weather.
6) This permit authorizes a maximum of six formalized boat slips.
Shoreline Stabilization
7) The authorized bulkhead, riprap, riprap groin, and riprap breakwater shall adhere to the alignment
depicted on the attached workplan drawings.
8) The bulkhead shall not extend waterward more than 2 feet from the existing bulkhead at any point along
its alignment at the time of construction. The riprap shall not extend waterward more than 8 feet from
the new bulkhead at any point along its alignment at the time of construction.
9) The bulkhead wall shall be solid and constructed of treated wood, concrete slabs, metal sheet piles or
other suitable materials approved by department personnel. No excavation or other land disturbing
activities is permitted except for that which may be required for the construction of the bulkhead wall,
riprap, deadmen cables, etc. This permit does not authorize any excavation waterward of the approved
alignment.
10) The height of the riprap groin shall not exceed 2 feet above the normal water level.
11) The height of the riprap breakwater shall not exceed 1 foot above the normal water level.
12) The riprap material shall be free from loose dirt or any pollutant. It shall be of a size sufficient to
prevent its movement from the approved alignment by wave or current action.
Henry Carl Spruil Permit # 20-10
Page 3 of 3
ADDITIONAL CONDITIONS
3) The riprap material shall consist of clean rock or masonry materials such as but not limited to granite.
marl, broken concrete, or other materials deemed acceptable by the Division of Coastal Management
personnel.
14) Each of the 50' longs sills shall be marked at both ends with yellow reflectors extending at least three
above normal water level.
Sedimentation and Erosion Control
15) In order to protect water quality, runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent waters.
16) Appropriate sedimentation and erosion control devices, measures or structures must be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales or berms, etc.).
General
17) The permittee understands and agrees that, if future operations by the United States requires the
removal, relocation, or other alteration of the structure or work authorized by this permit, or if in the
opinion of the Secretary of the Army or his authorized representative, said. structure or work shall cause
unreasonable obstruction to free navigation of the navigable waters, the permittee will be required, upon
due notice from the Corps of Engineers, to remove, relocate or alter the structural work or obstructions
caused thereby, without expense to the United States or the state of North Carolina. No claim shall be
made against the United States or the state of North Carolina on account of any such removal or
alteration.
18) The permittee and/or his contractor is urged to meet with a representative of the Division prior to project
initiation.
19) No open water areas shall be excavated, even temporarily.
20) This permit shall not be assigned, transferred, sold, or otherwise disposed of to a third party without the
written approval of the Division of Coastal Management.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE: Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination. The permittee is further advised that many non-water
dependent activities are not authorized within 30 feet of the normal water level.
NOTE: The N.C. Division of Water Quality has authorized the proposed project under DWQ Project No.
09-0427 V2.
NOTE: The U.S. Army Corps of Engineers authorized the proposed project under COE Action Id. No.
SAW- 200900831.
_ _
.112°' MCNiM
UM STAINLESS ; - ~
Sl EEL R~}D , , ~ li ~ I~f TC) CYISTI~i~ DATI~ NORMAL MATER MARK
~n . ~ BRE~KWaTE~~
~ ~ J - d
, . ~ ; , TAM: LARGE NAIL IN UVEST SIDE OF PIER, IN PILING
, ~ ; ~ , 2 ~ 1f~ MARINE l~ v~~~- ~i-~ ~~lJ ~ , ABOUT ~ a FEET NORTH OF BULKHEAD
/ ~-~rr~~r ~ DEADMAN i ~ k n 1 ~ ;-----~~1 ~ i . ~ GRADE UV~AILER r_~~J ~ 1~~~ ~Y ELEVATION 0.t~10', NORIMAL UVATER LEVEL
~ ~r~-.~e~~ _k,AdilF _ _ ~ ~ ~ -
i i ~ ~ ~:.-i ~ MARINE GRADE ~4fG4D I ; RIF RAC . ~ ; ~ .-_i I t I__-i ~ I__.. ~ 1 -I ~ i__ _I . I~ ~ TREATED D WALK ~ ~ ~ - ~ a~ ` ~ ~ i rf ~ ~ "-~f ~ rW.~• y , C ~C ~ ~ ~ j (cFnw~Tr ~
~ ~ ~ I ~ ~ - i -i .1_ i~I ~ ~ -.~I ; ~ ~ - ti - - - - - - ; I 1 GAP SET~EEN SGARDS i v~ ~ _ f ~ ~ _,,~RIP r~Ai ~
i~ ~ ~ I I i~_ I I I_-! 11-! I I :,I~ I I; ~ i_ ~ I I , e ~ ~ ~ X.~ u I
v I ~ NGT TQ SCALE ~ G ,
o ~ ~ ; ~ i ~ 1 t'Xq~ k8'
. C7 ~ C~P9PACTED FILL ; _ `t; tx1 ~ r,= , X q~ X ~ r U' ~ ) ~ ~ ~ REFERENCE: ~t ~
~ ~1 ~ ~ 1 ' ~ 4' X ~ ~ \ i ~ D.B. 210, P. ~~7
~~i~ i X 4' X .
} ° STAINLESS STEEL STAINLESS STEEL - FILTER FABRIC ~,,I~~ ~ ,i ~ U I ~ ~ti TAYLOR ALBEMAF~LE SHORE ~ L~~ ~ P,
' ~ --.r NDT AND V~ASNER ~ NUT AND WASHER 1'~ X8' I~ ~ ( ~ ~ ; ~ ,
° BACKFILL MIN. $ ° THIC[C LAYER C4F GRAVEL 6 ~ ~ MAXIMUM ,
I ~ `rap t('. .
C ~ ~ I:~(~ PILING - 14 ~ - 4
~ I _ I1,~ { - - - ~ it ~ ° (
;I;;C, (
-_,~d 4 X ~ MARINE ~ . ~ - ~ ~ DE r ~ _ i --------i f
~ . _ t _ ' _ - C--- tt?, _ - _ ,v ~ ~ 1
i I = f ~ , i ~ ~ k k X 1 MARIN til
- TC~EATEa WaOD STRfNGER _ - r-` ° ~ - - i- ~ _ i~ a ; ~ _ ~ _ ~ GRADE WAILER
- ~ ---I , I i -
I I- ~ ` , ~ , ; i ViNYI_, WGGD, pR STEEL ~ I v
='I ~ ~ 1 ~ FILL SHEE"I" .PILING - ~ 1l2`I ~ 1 I L,~ ~ ,t-z 4 ~ ~~a~
- ' _ ;t i i , ; FILL - - _ - I~ ; - - - ; s
_ . , N~lRMAL ~1~ATE11'~ ~~CA NGTE° ~ i l ~ I. ~ R~ 5- E~ r"'
2.~ A~`ERAGE /IRE REINFCIRCEIl SILT FENCING ~ ~~CP\`~` E-7
~ITM STEEL PElSTS iS REQUIR D E I~~ -~Q,~e ~ ~ _ ~ ~ 't
C1 x, ~ ~ - ~ti ~ ~ ©L~ .~ti r~ ~ _
k _ _ _ ~ - k ~ i ~ 'Y' ~ t
° ~ ~ ~ ~ I ~ ~ o,°' ~ s. ,r1
f ~ ~ ~ P~ . , ~ r'.
EXTENSICIN CIF FABRIC RND l1IRE , , , r ~ - \ p~ ;o °.tA l~: , ~ i INTG Th9E TRENCH. k (I (~ih ~ ~ ~ \ -,Oa~P ~ , ~
~o p tip- ~ - h 1 ~,,SJ yap r~, ~ tid~ ~ - ~ I a ~ r "f T
. yt ~ ~ ICI ~ 1 .,1 ~ 1' FILTER FABRIC k~ ( 1'n, ~V ~ ~~,°~~q~r`~~-~'a ~ ~ ~k ~ I ~ . ,'gyp ~ ~ t' r
5 - ~ ~ I~i p ~~`,4~pp~' ~.~r~ ~
- 1 ~ ,11 a ~ ~ ~ 0~' ; ti ~ o
II .n ° , 5 b ~ i o J - _ ~ ~ S ~ >,3~ ~ e ~ 75`~0~~$ V Q~~~O~ 68228 ~
i ~ I . 4 ~ ~ ~ r r ~ , _~i i~ i ~ - ~ ' - ~ ~ _ _ - _ _ \J IRE ~p4 Rg~E 0~ 5~,e ,1 ~ r5'~r I o ~ ~s~~~'r~~ \1va' t1~,~~} 35,~~ ~F~~~ ~ ~
t , i I I , ae ~ n. y ~I ~ i I ~ ~ 6g 2 ~0 5 ~ ~
~ ~ r - I ~ - ' - a 5 a ~ S ~ ~ ~ o ~
i , 0 ~,~i 0 ~..~y
,v ~zc. G ° ~ a` ~ Q ~ ,r :2 ~.Sg;~ ~ ; . ~J
' t, ~ I 2 , s;1, r' ~ ~
- ~ ~ G
° - I; ~ ~ P ~ I - - - z.,:.
/ r5 1~ t~~'~ ~ ~6 ~ C5 - 1. 6 S ~ 6 ~ p ~ ~ _
~ - ~4' P ~ f ~ N ~ m
f ~ r. r > ~ m ~ ~ r ~ ~ a
k, ' .,r d6'~ V" ~ i ~~o~
'~1 ~ ~RAE~I l E V 4, c '
- /i 2~PIf~IMt1=7 ~JLIGHT - i; ~ Sl'CiiVE R' B ~ RL~CKv i IC]l1NT ~l)ARY t!'~ IF' Rt~P > ~ ~ RIP ` ~ ,y. ~ r„ A a ~ _ ('l
pP 1, a.
~ ~ ~ I ! ~ S 53 3T53"~' ~ ~ ~
~ ~ ~ 5.54' ~ ~ i ~ N ~
~ ~J , ~ ~ ~ s ~ i - -
l_C\ ~yC G
~ , ~ _ a / ~ F ,wa COQ > U ~ '
b~ ~ , ~''z ~ `~r,'~Ql ~ . ~~t~ 1, f_. ~ ~ ~ ! ~
t~ ~ ~ c ~ r S) ~ ~ ~ ~g ~3 ~ ~ i
;r~. i~~~~-~~~ r I i 4~E BEJLI~HEAB~i a ~ `~:~\a~ °~5~'~2'~`~ ~ C7 ~ ,~G ~ ,oz~c i'ce` ~ ~ y ,
, is SLUTiGE~ ~ t \ e'~ t~~ x.17 1~ ~ 1 C ~ ~ vv
Cry t`) ~ ~ - '1 r, ~ ~ I ' ~ ~ \ h, ~ - _ ~ _
_ r k~ ~,~E G _ _ Q~ ~ ~ "C' - ~ r;~' ~ r- , , ~ ~E p r~C~~ I ~ F ' ~ p pg'' ~ `s~ c,
I~_ S i ~I .E ~7r.~~1~~ ~ ; ~ ~ ~ o ° G ~ n , ; b ; ~ ~i ~ ~ ~RQ , ~ , S p ~~~o _ - EEE~ND
C~i7 ~S SECTil~P~! ~'ti ~ ~ C ~ ' ~ S 4.P ~4~ L ~ ( l9 ~ - ~ i O PROPOSED PILING
~ ; ~ ~ ~ ~ ~ tip F~, ~ ` E~IST9NG PILING _ - =~~1 _
9d }~.,c Z ~ ,(y ~ X60{,0 , ~ FOUND IRON PfPE ~ ~
n < ~ ~ r,r ~ ~ ~ _ _ ~~s~s°~'~°~ a FOUND ROE ~ ~ !
~a0 ,iL,~_-E' G - _ r ~ I ~ ~ LQ~ L Q r ,l~ 0 POINT
a SPOT ELEVATION ~ I
- t~ POUVER POLE
i a~a~~ ~ry y " ; ~l, 0*.~ t !Y ~CATCH BASIN
i~ gam' 9 ~ / 'z~,/ t - °I ~ ~ - ~
1 Ate t. ,ooh `e% s 0~0 ~ ~ '~C~ARSH GRASS
' ~1 ~t ~ ` S ~ S6~ ~ ~ ,
C s ~ ~ ~ ~ " I IPROPOSED FILL
1 ~ ~f _
_ _ _ _ ~___1~4NlSI-1E6~ ELEIIAT_ - - - ° _ tl tLYi _.J"r:b 1.
_ ~ ~c OTHER AREAS 2.,2F~~ YD 3 -
awe i TOTAL ~,~'14 ~~Ly,3 I k~XfST4NG DECK
Lei r16, ~~°~0 ~ i i"1 ! 1 f f'. P
,lea PROPOSED DECK PROPOSED SILL
~ ~h~ 1a~~
5g~ ~R - ~I _ .~.E ~ ~p~ pPa~ ~X~xkf 'VINYL BULKHEAD
'WOOD BULKHEAD.
~ ~ - . w r~.,~~~~~~ ~ , ~ - ~ I~ROPOSED BU[ ~
1 k ~ ~ ~-St~L~HEAD ~ ~s1 ,I ~ ~ ~ :1r ~ g e ~ ~y,
f ~ ~ , At;L VOOD - MAR9NE GRADE ~7L~HEAD _ i ~ ,
~ , k a.a:.. Fig Fl.r,° RU°v ~ ° ~ iV~)~(~~I. ~ _ ' , ~ i _ _ THERE ARE NO 40~ 'WETLANDS OTHER ~ N~4~ ' ~ ~ ~ c m
_ ~ ~ ~ ~ 1.93, _ ~ p- RE„,.DVE E~I~8NG WATERFRONT BULKS-IEAD. , _ ~ L;,~ ` - ~~~R~ _ ° ~ ~ ~ i THAN THAT SHOWN AS MARSH GRASS. o ; SEAL ~ ~ ; ,
, - ,r_ _ a
Ii ~ ~ - R~'K ~,r - _ 3. ; : DBE X3STiNG BULKHEAD CLOSEST TO DWELLING ~ i - r.
~I~ i i ' ; ; " ~ ; T OFF BELOW LAND SURFACE. k ~ ~I ~
_ !i. . - .~-.~.,~.._d.~,,m,..~.. aevis~~k8;~s9a~~~opos~~ Aaca~r~a~~
k , A C ~'PESS TREES ARE NAT TO BE REMOVED. i.~
CROSS-SEC~'I~~; (~F A ~I~G~~E~~LY ~~"~S'~'~,LLED S`~'~AW .SALE I~If~E ~~~~~L~ so~~1° - r' 4 CAMA C'ERMIT APPLICATIOf~
('VI~T'I"E? SCA,L~;~ p,~~~ ~ITE~ SR'12~' _ _ ~ _ w~ _
PROVIDE A GROUND COVER ON E~(POSED AREAS WETl~EN 15 WORK€NG DAYS . ~ ~ HENRY ~~L PI~~L - ~ Q~¢ ~~SR1241~ asp
OR 3~ ,a33. r~(ti ~t,~~
CALENDAR DAYS WHICHEVER PS SHORTER), FOLLOWING COMPLETION OF ANY PF` j NOTE: CONTROL EROSION AT BULKHEAD BY SEEDING MULCH 30 0 0 60 90 "p COLUMBIA TOWNSHIP TYRELL COUNTY
It SILT OF GRADING; AND A PER ANET GROUND COVER FOR ALL DISTURBED AREAS ITF; 5 AND/OR FENCE ACID/OR STAKED STRAW BALES, N p , eR 1212 1
15 WORKING DAYS OR 60 CALENDAR DAYS WHICHEVER IS SHORT R E .,K BREAKWATER ( ER), FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT. GROUND COVER IS TO BE SOD. N\, N V NORTH CAROLINA WATER - ET ~12h1 t GRAPHIC SC FE
(NOT TO SCALE), - - - AREA I' SCALE: 1 = 30' SURV£Y DATA: SEPTEMBER 22, 2008 W ~ HOOD RICHARDSON, P.A.
ENGINEERS-GEOLOGISTS-PLANNERS 110 NEST 2ND STREET
RIVEN NECK SR~~ WASHINGTON, N.C. 27889
I~ y PHONE: [phone]
DPD 08-10-190_.8