135-06 Oversized Plans

PERMANOT MaErADO
SEEDING DATES: APRIL 1- SEPT 30
SEED MIXTURE APPLICATION RATES/ACRE
BAHIA 50 LBS,
COMMON BERMUDA 50 LBS.
(UNHULLED)
GERMAN MILLEIT 15 LBS.
FESCUE 20 LBS.
FERTIUZIM
26-13-13 0 500 LB/ACRE
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING, OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL
TENEQMRY V
SEEDING DATES: OCT. 1 - MARCH 31
SEED MIXTURE APPLICATION RATES/ACRE
RYE GRAIN 175 LBS.
FF_U IZER
10-10-10 0 1000 LB/ACRE
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING, OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
GENERAL:
- FERTILIZER RATES SHOWN ARE GENERAL RECOMMENDATIONS; FREQUENCY AND AMOUNT OF FERTIUZATION CAN BEST BE DETERMINED THROUGH SITE SPECIFIC SOIL TESTING.
- MAINTENANCE:
SATISFACTORY STABIUZA11ON AND EROSION CONTROL REQUIRES A COMPLETE VEGETATIVE COVER. EVEN SMALL BREACHES IN VEGETATIVE COVER CAN EXPAND RAPIDLY AND,
IF LEFT UNATTENDED, CAN ALLOW SERIOUS SOIL LOSS FROM AN OTHERWISE STABLE SURFACE. A SINGLE HEAVY RAIN IS OFTEN SUFFICIENT TO GREATLY ENLARGE BARE
SPOTS, AND THE LONGER REPAIRS ARE DELAYED, THE MORE COSTLY THEY BECOME. PROMPT ACTION WILL KEEP SEDIMENT LOSS AND REPAIR COST DOWN. NEW
SEEDLINGS SHOULD BE INSPECTED FREQUENTLY AND MAINTENANCE PERFORMED AS NEEDED. IF RILLS AND GULLIES DEVELOP, THEY MUST BE FILLED IN, RE -SEEDED,
AND MULCHED AS SOON AS POSSIBLE. DIVERSIONS MAY BE NEEDED UNTIL NEW PLANTS TAKE HOLD.
MAINTENANCE REQUIREMENTS EXTEND BEYOND THE SEEDING PHASE. (UNTIL FINAL COMPLETION IS AWARDED)
WEAK OR DAMAGED SPOTS MUST BE RELIMED, FERTILIZED, MULCHED, AND RESEEDED AS PROMPTLY AS POSSIBLE. REFERTILIZATION MAY BE NEEDED TO MAINTAIN
PRODUCTIVE STANDS.
SEEDING SPECIFICATIONS
PROVIDE A GROUND COVER ON EXPOSED SLOPE WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS (WHICHEVER IS SHORTER).
FOLLOWING COMPLETION OF ANY PHASE OF GRADING AND A PERMANENT GROUND COVER FOR ALL DISTURBED AREAS
WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER FOLLOWING COMPLETION OF CONSTRUCTION OR
DEVELOPMENT.
1. PROPERTY AREA:
A. TOTAL AREA (LANDWARD OF MHWL): 6.67 AC
B. AREA LANDWARD OF FLSNV: 6.27 AC
C. TOTAL UPLANDS: 3.87 AC
D. TOTAL WETLANDS: 2.80 AC
2. PROPOSED PROJECT IMPERVIOUS AREA 26,354 SQ.FT. (INCLUDES 937 SQ.FT. OFF -SITE)
3. ALLOWABLE BUILT UPON AREA PER LOT: 4,185 SQ.FT. (FORM SWU-104)
4. LOT BUILT UPON AREA MAXIMUM FOR DEVELOPMENT 25%
TOTAL AREA
LOT # OF FLSNV SED NFOR LOTS LANDWARD AREA AND2 UPLANDS BUA
(BASED ON UPLANDS)
LOT
1
112,581
SQ.FT.
38,986
SQ.FT.
9,747
SQ.FT.
LOT
2
84,968
SQ.FT.
36,655
SQ.FT.
9,164
SQ.FT.
LOT
3
15,317
SQ.FT.
15,317
SQ.FT.
3,829
SQ.FT.
LOT
4
15,115
SQ.FT.
15,115
SQ.FT.
3,779
SQ.FT.
LOT
5
15,099
SQ.FT.
15,099
SQ.FT.
3,775
SQ.FT.
5. DRIVEWAY TO HAVE A 10 FT WIDE TRAVEL AISLE WITH 5 FT VEGETATED
FILTER STRIPS ON I ACH SIDE
WETLAND VEGETATION t-- 10'
A
TE SURFACE WEST PROPOSED FINISH GRADE
-2FT ABOVE EX. SURFACE
2
WOOD PILE
TYP.
WALKWAY OVER WETLANDS CROSS-SECTION
FIRE HYDRANT
AND VALVE
OVERHEAD
UTILITIE5 (TYP,) it
DITCH CENTER LINE
1. SOIL EROSION & SEDIMENT CONTROL PLAN NOTES;
a.) AREA TO BE DISTURBED IS-52,690 SQ.FT. (-1.21 ACRES)
1. ROADWAY/DRIVEWAY/PARKING: 41,028 SQ.FT.
2. RESIDENTIAL CONSTRUCTION AREA (LOTS 1 AND 2): 5,643 SQ.FT.
3. SEPTIC TREATMENT AREA (LOTS 1 AND 2): 3,200 SQ.FT.
4. BEACH WALKWAY AND GAZEBOS: 2,819 SQ.FT.
b.) ALL DISTURBED AREAS SHALL BE PERMANENTLY STABILIZED WITHIN FIFTEEN
DAYS OF LAND DISTURBING ACTIVITIES. IF SAID ACTIVITIES OCCUR OUTSIDE
THE PERMANENT VEGETATION SEEDING DATES (APR. 1- SEP.30)THEN TEMP-
ORARY VEGETATION SEEDING SPECIFICATIONS SHALL BE FOLLOWED FOR
PLANTING UNTIL THE NEXT APPROPRIATE PERMANENT SEEDING PERIOD, AT
WHICH TIME PERMANENT VEGETATION SHALL BE ESTABLISHED ACCORDING TO
PERMANENT VEGETATION SEEDING SPECIFICATIONS (SEE PERM. & TEMP. SEEDING
SPEC'S THIS SHEET).
c.) IF EXCESSIVE WIND EROSION OR STORMWATER RUNOFF EROSION DEVELOPS DURING TIME OF
CONSTRUCTION ANY LOCATION ON THE PROJECT SITE, ADDITIONAL SILT FENCING SHALL
BE INSTALLED AS DIRECTED BY ENGINEER SO AS TO PREVENT DAMAGE TO ADJACENT
PROPERTY. SEE SILT FENCE DETAIL THIS SHEET.
d.) SOIL EROSION AND SEDIMENTATION CONTROLS TO BE INSPECTED,
MAINTAINED AND REPAIRED AS NECESSARY UNTIL PERMANENT CONTROLS
ARE ESTABLISHED.
e.) CONSTRUCTION SCHEDULE:
1 OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS.
2 FLAG AND,/OR ROUGH STAKE WORK LIMITS.
3 HOLD PRECONSTRUCTION CONFERENCE (OWNER, CONTRACTOR, ENGINEER,
AND APPROPRIATE GOVERNMENT OFFICIALS) AT LEAST ONE WEEK PRIOR TO START
OF CONSTRUCTION ACTIVITIES.
4) INSTALL SILT FENCING 0 LOCATIONS SHOWN ON PLAN
5) CONSTRUCT PROJECT AS PROPOSED
6) ALL EROSION & SEDIMENTATION CONTROL PRACTICES WILL BE INSPECTED WEEKLY
AND AFTER HEAVY RAINFALL EVENTS. NEEDED REPAIRS !"",'_ BE MADE
IMMEDIATELY.
N/F
COUNTY OF DARE
IJB 490, PG 505
PIDE5Ti4L �' FG C. 5L /bC
i!
11
I IU
i 6" WATER MAIN`
ii
PROPOSED AGGREGATE -, A'
DRIVE SURFACE \ FAST
li
SAND BASE'
SEcrcw 4o4 ran ANDS urn ,IP-RAP FOR STABILIZATION"
(NETL AND5 To T�ff EA57- of T, H5 LlrE (B^_ TH SIDES OF CULVERT)
1 "=5'
DITCH CROSS SECTION A -A'
\ A llw PROFER7Y �APJ�ROx�MGiTF
L!w arrER LIM'R5
OF GORY
TO BE FEW.W
SECTIon
. C MAME EEB20 N®l L:�S
NOTES:
1. APPLICANT: TRISHA MIDGETT AND BETTE GRAY
P.O. BOX 250
HATTERAS, NC 27943
2. AREA OF ENVIRONMENTAL CONCERN:
THE OCEAN HAZARD AEC APPPLIES WITH MAXIMUM ANNUAL
EROSION RATES (9.5 FT/YR) AS PER NC DIVISION OF COASTAL MANAGEMENT
3. PROPERTY AREA:
A. TOTAL AREA (LANDWARD OF MHWL): 6.67 AC
B. AREA LANDWARD OF FLSNV: 6.27 AC
C. TOTAL UPLANDS: 3.87 AC
D. TOTAL WETLANDS: 2.80 AC
E. LOT BREAKDOWN:
TOTAL AREA
(BASED ON AREA LANDWARD
LOT # OF FLSNV FOR LOTS 1 AND 2) UPLANDS WETLANDS
LOT 1
112,581
SQ.FT.
38,986
SQ.FT.
73,595 SQ.FT.
LOT 2
84,968
SQ.FT.
36,655
SQ.FT.
48,313 SQ.FT.
LOT 3
15,317
SQ.FT.
15,317
SQ.FT.
N/A
LOT 4
15,115
SQ.FT.
15,115
SQ.FT.
N/A
LOT 5
15,0 19
SQ.FT.
15,099
SQ.FT.
N/A
F. PUBLIC RIGHT-OF-WAY: 29,824 SQ.FT.
3. PROPOSED WORK:
A. USING A NATIONWIDE #14: FILL OF 15,307 SF (.35 AC) OF SECTION 404 WETLANDS
FOR UPLAND ACCESS TO PROPOSED OCEANFRONT LOTS 1 AND 2
B. USING A NATIONWIDE #18: FILL OF 4,301 SF (.10 AC) OF SECTION 404 WETLANDS
FOR RESIDENTIAL STUCTURE FOOTPRINTS OUTSIDE OF THE SMALL STRUCTURE SETBACK
(285 FT OR GREATER FROM CURRENT FLSNV)
C. RESIDENTIAL STRUCTURE CONSTRUCTION FOR (2) 2,100 SF SINGLE-FAMILY HOUSES
D. ROAD AND DRIVEWAY CONSTRUCTION AS INDICATED
E. PRIVATE SEPTIC TREATMENT SYSTEMS ON THE WEST SIDE OF LOTS 1 AND 2 FOR THE
RESIDENTIAL STRUCTURES ON THL RESPECTIVE LOTS
F. BEACH ACCESS WALKWAY WITH A PILE -SUPPORTED (6 FT WIDE) BOARDWALK
OVER A 67 LF SECTION OF SECTION 404 WETLANDS AND OVER THE DUNE BERM;
OTHER PORTION OF WALKWAY (ON EXISTING GRADE) WILL BE LINED WITH SAND FENCE
TO KEEP PEDESTRIAN TRAFFIC IN A DESIGNATED PATHWAY
G. (2) OPEN -SIDED GAZEBOS (174 SF) IN THE LOCATIONS SHOWN (LOT 1 AND LOT 2)
WATER QUALITY - -
nn HAU�9 At'S 496 TIONb45B-€7v7 SECTI(II 404 WETLANDS LINE
DB
f
C:ONFI-'DIED BY W. T,
U`,/,CE ON 3-29-04 -04
GI
SECTION 404 WETLANDS LINE
CONFIRMED BY W. WESCOTT, FIRST UNE OF STABLE
VEGET-1T1ON 5/04/06
USACE ON 3-29-04
/
�
GhMA OGFAN fiAZ�D
�
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AS PER .(M MEADS, LPO
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LAR6f 5TW�7bI� 5P75ACK (570 FT,1
9
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A` AREA 2
; a
'
-
` AL
AL
PROPOSED WETLAND FILL
#
A,i
I
I I
A, NAT.- 18 AREA: 4,301 SQ.FT.
AL
a AL
PROPOSED GAZEBO
_ I
n
a. O J (174 SQ.FT.)
1
l is
PROPOSED
` AL " "
I
` a
'
#
- -
` SEPTIC AREA
OGfi4/J F6gZ4RD AEG L/Ml15 a' '
a a
AL 70APTTED WOOL, A.IPA
ASTEWATEP
A, :
OASmE
2 DERBY-S DS
PROPOSED GA 0 41
O
1
I
ORGE MAlti
A'•
AREA 1
PROPOSED WETLAND FlLL
/
N DITCH a
(174 SQ.FT.)
'L
')l►
s NNAT. 14 AREA: 15,307 SOFT.
:
-
t
.....
..
x
DESIGNATED BEACH ACCESS PATH
A
B
PILE 5M°FOR7SJ ivt7lJ /
ON E` STING SAND; ENTIRE PATH UNED
2' WATER LJ N E
y Oyu {1
WITH SAND FENCE
GAMA Gl'E''FN i64ZARD
EXTENSION
404 50-FT O 67 LNFT.
c 57FWlbFjF_ c -TRACK (265 Fr)
N/F
L✓
r
JAZANIA O NFc
LIB 07, FG 558
FL✓5L44
LOT5 I � 2
1 "=5'
DRIVE CROSS SECTION B-B'
1
.'H
( 4" WIDEVx 8" DEEP )
SILT FENCE DETAIL
TYPICAL SECTION OF N.T.S
COVERED GAZEBO
PROVIDE A GROUND COVER ON EXPOSED SLOPE WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS (WHICHEVER IS SHORTER).
FOLLOWING COMPLETION OF ANY PHASE OF GRADING AND A PERMANENT GROUND COVER FOR ALL DISTUPHED AREAS
WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER FOLLOWING COMPLETION OF CONSTRUCTION OR
DEVELOPMENT.
DRAWING FILE: ??????.DWG
PLOT SCALE: ?>???
B'
cnrrFW
NF&R00V
BOLWARY
BLOW-UP-_.
LEGEND
PROPOSED NATIONWIDE # 14 ROAD FILL„ (15,307 SQ.FT./O.35 AC.)
/ PROPOSED NATIONWIDE # 18 RESIDENTIAL. DEVELOPMENT FILL (4,301 SO.FT./O.10 AC.)
PROPOSED GRAVEL DRIVEWAY
PROPOSED ASPHALT ROAD
)� PROPOSED SILT FENCE AUGNMENT DUN'!`. = D DISTURBANCE ACTIVITY
Pd WATER MAIN (SDR 21 CL 200)
z GATE VALVE /
BLOW OFF AL
•+ HYDRANT J
WATER SERVICE /
nimnv CTVr n Dr iur
TYPICAL CROSS-SECTION FOR THE
SINGLE FAMILY RESIDENTIAL STRUCTURES
OAT t7R
HYRNA I
FF7Fk5 SJRFSIDE DR
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VICINITY MAP
tvm)
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ILL
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SECTION .404 WETLANDS LINE
tuj
x CONFIRMED BY W. WESCOTT,
USACE ON 3--29-04
x I
vWATER TIGHT SEPTIC
GRINDER STATION
2
42' o
DESIGNATED BEACH ACCESS
PATH ON EXISTING SAND ENTER
WASTETE? FORCE MAN �,.' PATH LINED NITH SAND FENCE
PILE WrOWW
hl4LKrvAYOVER kE1ZAW5 Gr4Mfi V M4ZAR12
?' WATER LJ N E 404 50.FT. O 67 LNFT. Shy4Ll caTRGeT1 RF c K (285 EfJ
EXTENSION
RESIDENTIAL STRUCTURE FOOTPRINTS: 42'X50' EACH
(DIMENSIONS FROM OUTER EDGE OF ROOFLINE)
BLOW-UP
GRAPHIC SCALE
( IN FEET )
1 inch = 100 ft.
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COMMISSION NO.
03029
DESIGNED BY
EJV BDR
DRAWN BY
EJV BDR
CHECKED BY
ISSUE DATE
2-9-06
SHEET N0.
OF ] SHEETS
«5-N(o

PERMANENT VEGETATION
SEEDING DATES: APRIL 1— SEPT 30
SEED MIXTURE APPLICATION RATES/ACRE
BAHIA 50 LBS.
COMMON BERMUDA 50 LBS.
(UNHULLED)
GERMAN MILLETT 15 LBS.
FESCUE 20 LBS.
FERTILIZER
26-13-13 0 500 LB/ACRE
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING, OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL
TEMPORARY VEGETATION
SEEDING DATES: OCT. 1 — MARCH 31
SEED MIXTURE APPLICATION RATES/ACRE
RYE GRAIN 175 LBS.
gRTIL17ES
10-10-10 ® 1000 LB/ACRE
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING, OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL
GENERAL'
- FERTILIZER RATES SHOWN ARE GENERAL RECOMMENDATIONS; FREQUENCY AND AMOUNT OF FERTILIZATION CAN BEST BE DETERMINED THROUGH SITE SPECIFIC SOIL TESTING.
- MAINTENANCE:
SATISFACTORY STABILIZATION AND EROSION CONTROL REQUIRES A COMPLETE VEGETATIVE COVER. EVEN SMALL BREACHES IN VEGETATIVE COVER CAN EXPAND RAPIDLY AND,
IF LEFT UNATTENDED, CAN ALLOW SERIOUS SOIL LOSS FROM AN OTHERWISE STABLE SURFACE. A SINGLE HEAVY RAIN IS OFTEN SUFFICIENT TO GREATLY ENLARGE BARE
SPOTS, AND THE LONGER REPAIRS ARE DELAYED, THE MORE COSTLY THEY BECOME. PROMPT ACTION WILL KEEP SEDIMENT LOSS AND REPAIR COST DOWN. NEW
SEEDLINGS SHOULD BE INSPECTED FREQUENTLY AND MAINTENANCE PERFORMED AS NEEDED. IF RILLS AND GULLIES DEVELOP, THEY MUST BE FILLED IN, RE -SEEDED,
AND MULCHED AS SOON AS POSSIBLE. DIVERSIONS MAY BE NEEDED UNTIL NEW PLANTS TAKE HOLD.
MAINTENANCE REQUIREMENTS EXTEND BEYOND THE SEEDING PHASE. (UNTIL FINAL COMPLETION IS AWARDED)
WEAK OR DAMAGED SPOTS MUST BE RELIMED, FERTILIZED, MULCHED, AND RESEEDED AS PROMPTLY AS POSSIBLE. REFERTILIZATION MAY BE NEEDED TO MAINTAIN
PRODUCTIVE STANDS.
SEEDING STE=,TCATIO rTS
PROVIDE A GROUND COVER ON EXPOSED SLOPE WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS (WHICHEVER IS SHORTER).
FOLLOWING COMPLETION OF ANY PHASE OF GRADING AND A PERMANENT GROUND COVER FOR ALL DISTURBED AREAS
WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER FOLLOWING COMPLETION OF CONSTRUCTION OR
DEVELOPMENT.
SILT FENCE DETAIL
N.T.S
DRAWING FILE: P03029-CAMA-5-22-07.dv/9
PLOT SCALE: 1:1
.�H
( 4" WIDEvx 8" DEEP-)
6'
EDGE OF ROW I
1"
EDGE OF EXISTING CONCRETE SLAB--/ WM
STBC OR ABC
I
V)
z
O
1
>
bi w 8
6
w
> 4
I= ^
w2
w w
-0
1 /4'
A VED
1/4" PER FT
6'
SHOULDER
PREPARED AND GRADED SUBGRADES
2" TYPE S9.5 ASPHALT
6" AGGREGATE BASE COURSE
8" TO 5" AGGREGATE BASE COURSE SHOULDER
ROAD IMPROVEMENT CROSS SECTION C—C"
N.T.S.
OF ROW
A]
CAMA MA
N OTES:
1. APPLICANT: TRISHA MIDGETT AND BETTE GRAY
P.O. BOX 250
HATTERAS, NC 27943
2. AREA OF ENVIRONMENTAL CONCERN:
THE OCEAN HAZARD AEC APPPLIES WITH MAXIMUM ANNUAL
EROSION RATES (9.5 FT/YR) AS PER NC DIVISION OF COASTAL MANAGEMENT
3. PROPERTY AREA:
A. TOTAL AREA (LANDWARD OF MHWL): 6.67 AC
B. AREA LANDWARD OF FLSNV: 6.27 AC
C. TOTAL. EX. UPLANDS: 3.87 AC
D. TOTAL EX. WETLANDS: 2.80 AC
E. LOT BREAKDOWN:
TOTAL AREA
(BASED ON AREA LANDWARD EXISTING EXISTING
LOT # OF FLSNV FOR LOTS 1 AND 2) HP1 ANnq w9Tl AKInQ
LOT 1
112,581
SQ.FT.
38,986
SQ.FT.
73,595 SQ.FT.
LOT 2
84,968
SQ.FT.
36,655
SQ.FT.
48,313 SQ.FT.
LOT 3
15,317
SQ.FT.
15,317
SQ.FT.
N/A
LOT 4
15,115
SQ.FT.
15,115
SQ.FT.
N/A
LOT 5
15,099
SQ.FT.
15,099
SQ.FT.
N/A
F. PUBLIC RIGHT-OF-WAY: 29,824 SQ.F7.
3. PROPOSED WORK:
A. USING A NATIONWDE #14: FILL OF 15,167 SQ.FT. (0.34 AC.) OF SECTION 404 WETLANDS
FOR UPLAND ACCESS TO PROPOSED OCEANFRONT LOTS 1 AND 2
B. USING A NATIONWIDE #18: FILL OF 4,265 SQ.FT. (0.09 AC.) OF SECTION 404 WETLANDS
FOR RESIDENTIAL STUCTURE FOOTPRINTS OUTSIDE OF THE SMALL STRUCTURE SETBACK
(285 FT OR GREATER FROM CURRENT FLSNV)
C. RESIDENTIAL STRUCTURE CONSTRUCTION FOR (2) 2,200 SF SINGLE-FAMILY HOUSES
D. ROAD, DRIVEWAY AND PARKING AREA CONSTRUCTION AS INDICATED
E. PRIVATE SEPTIC TREATMENT SYSTEMS ON THE WEST SIDE OF LOTS 1 AND 2 FOR THE
RESIDENTIAL STRUCTURES ON THE RESPECTIVE LOTS
F. BEACH ACCESS WALKWAY (ON EXISTING GRADE) WILL BE LINED WITH SAND FENCE
TO KEEP PEDESTRIAN TRAFFIC IN A DESIGNATED PATHWAY
G. (2) OPEN -SIDED GAZEBOS (174 SF) IN THE LOCATIONS SHOWN (LOT 1 AND LOT 2)
TYPICAL SECTION OF
IVALKWAY. GAZEBO DUNE
-- — ii
NIF
ii
-- ii
it
- - GOlJNTY OF DAREM7Z R Cd AL17Y - --- ---
PB 490, PO 305 � //gam410 SECTION 404 WETLANDS LINE �j i SECTION 404 WETLANDS LINE L/NEOF5TA15LE,
7ELffW E PG G. 5L lbG CONFIRMED BY W. WESCOTT, q; ; � �E FSrA/o7
P67E5TAL5J�' USAGE ON 3-29-04 I I CONFIRMED BY W. WESCOTT,
r I� USACE ON 3-29-04
F� PROPOSED 1' 1 3e
'� �� I HIGH 8LOC1( WALL P
---- -._._ Iss t
AL I
PROPOSED I I ' AIL � \� � 1 265.00° \I
AL
SIDE -BY -SIDE I I . w PROPOSED G 0
I I I t 24' CULVERTS /
(174 SQ.
IN DITCH I I = )
I I 6" WATER MAIN ' I 2O• 1 J PROPOSED PILE -SUPPORTED
PROPOSED CULVERT SLATTED WOOD WALKWAY
h ..? * •'.'• .r .. I AL . i. I ��,y \ f KO PROPOSED GAZER
�2 I TURFSTONE-TYPE SURFACE I I
:.a,; �� a� •:a 1 DRIVEWAY DIVISION (20 FT LONG) �\:....'.. (174 SQ.
--� —� F J
� rt�D t� I I i PROPOSED 1' '
I
FIRE HYDRANT
AND VALVE
OV5ZkEA12
11TILITIE5 (T-rP)
ivcv fEWE
APPROXIMATE
hL" PRCF13Z7Y Gi n2w LIMITS
LPE
OF caETBeY
TO BE FBGB7
SECT10
N/F
JAZANIA OWEAL
- - - - DB /07, PG 550
FL✓,5L44
LOTS I d 2
1 "=5'
PRIVATE DRIVE CROSS SECTION B—B'
DITCH CEmrl5R LINE
SI I PROPOSED AGGREGATE,
FAE ATE
T PROPOSED FINISH GRADE DRIVE SURFACE
—)PT ADOWC CV QIIOCA^l
TTOH ace n�nms LME - ,'r r A RI� � :F R'SfiAei[�izAITt I T�
'TLANDS TD 71E ERST OF TH15 LINE (B 51'DES OF CULVERT)
DITCH CROSS SECTION A —A'
A'
PROVIDE A GROUND COVER ON EXPOSED SLOPE WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS (WHICHEVER IS SHORTER).
FOLLOWING COMPLETION OF ANY PHASE OF GRADING AND A PERMANENT GROUND COVER FOR ALL DISTURBED AREAS
WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER FOLLOWING COMPLETION OF CONSTRUCTION OR
DEVELOPMENT.
HIGH BLOCK WALL �GAMR OCEAN J64ZAJ D
SMALL 57RLenAQE
i SErsar,x am f-TJ
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PROPOSED NATIONWIDE f 14 ROAD FILL. 15,167 SQ.FT. (0.34 AC.)
PROPOSED NATIONWIDE # 16 RESIDENTIAL DEVELOPMENT FILL: 4,265 SQ,FT. (0.09 AC.)
F
PROPOSED GRAVEL DRIVEWAY
PROPOSED ASPHALT ROAD
PROPOSED GRAVEL PARKING AREA
TURFSTONE DRIVEWAY SURFACE
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COMMISSION NO.
03029
DESIGNED BY
EJV BDR
DRAWN BY
EJV BDR
CHECKED BY
ISSUE DATE
2-9-06
SHEET N0.
>F 1 SHEETS

PERMANENT YEGETATION
SEEDING DATES: APPIL 1- SEPT 30
SEED MIXTURE APPLICATION RATES/ACRE
BAHIA 50 LBS.
COMMON BERMUDA 50 LBS.
(UNHULLED)
GERMAN MILLETT 15 LBS.
FESCUE 20 LBS.
FERTIL IIZER
26-13-13 0 500 LB/ACRE
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING, OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
TEMPORARY VEGETATION
SEEDING DATES: OCT. 1 - MARCH 31
SEED MIXTURE APPLICATION RATES/ACRE
RYE GRAIN 175 LBS.
10-10-10 0 1000 LB/ACRE
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING, OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL
GENERAL-
- FERTIUZER RATES SHOWN ARE GENERAL RECOMMENDATIONS; FREQUENCY AND AMOUNT OF FERTILIZATION CAN BEST BE DETERMINED THROUGH SITE SPECIFIC SOIL TESTING.
- MAINTENANCE:
SATISFACTORY STABILIZATION AND EROSION CONTROL REQUIRES A COMPLETE VEGETATIVE COVER. EVEN SMALL BREACHES IN VEGETATIVE COVER CAN EXPAND RAPIDLY AND,
IF LEFT UNATTENDED, CAN ALLOW SERIOUS SOIL LOSS FROM AN OTHERWISE STABLE SURFACE. A SINGLE HEAVY RAIN IS OFTEN SUFFICIENT TO GREATLY ENLARGE BARE
SPOTS, AND THE LONGER REPAIRS ARE DELAYED, THE MORE COSTLY THEY BECOME. PROMPT ACTION WILL KEEP SEDIMENT LOSS AND REPAIR COST DOWN. NEW
SEEDLINGS SHOULD BE INSPECTED FREQUENTLY AND MAINTENANCE PERFORMED AS NEEDED. IF RILLS AND GULLIES DEVELOP, THEY MUST BE FILLED IN, RE -SEEDED,
AND MULCHED AS SOON AS POSSIBLE. DIVERSIONS MAY BE NEEDED UNTIL NEW PLANTS TAKE HOLD.
MAINTENANCE REQUIREMENTS EXTEND BEYOND THE SEEDING PHASE. (UNTIL FINAL COMPLETION IS AWARDED)
WEAK OR DAMAGED SPOTS MUST BE REUMED, FERTILIZED, MULCHED, AND RESEEDED AS PROMPTLY AS POSSIBLE. REFERTIUZAMON MAY BE NEEDED TO MAINTAIN
PRODUCTIVE STANDS.
SEEDING SPECIFICATIONS
PROVIDE A GROUND COVER ON EXPOSED SLOPE WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS (WHICHEVER IS SHORTER).
FOLLOWING COMPLETION OF ANY PHASE OF GRADING AND A PERMANENT GROUND COVER FOR ALL DISTURBED AREAS
WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER FOLLOWING COMPLETION OF CONSTRUCTION OR
DEVELOPMENT.
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f
CONFIRMED BY W. WESCOTT,
\
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USACE ON 3-29-04
w
WATER TIGHT SEPTIC
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GRINDER STATION
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2
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AL
DESIGNATED BEACH ACCESS
AIL
WASTEWATER FORCE MAIN.
PATH ON EXISTING SAND; ENTIR
PATH LINED WITH -SAND FENCE
BLOW-UP
1 "=50'
WETLF
i
45' PUBLIC I RIGHT-OF-WAY
s'
SHOULDER 20' PAVED SURFACE _
CROWNED
EDGE OF ROW 1/4" PER FT 1/4" PER FT
1"/FT
EDGE OF EXISTING CONCRETE SLAB 6" WM
PREPARED AND GRADED SUBGRADES
6.. 2" TYPE S9.5 ASPHALT
6" AGGREGATE BASE COURSE
8" TO 5" AGGREGATE BASE COURSE SHOULDER
1
STBC OR ABC
DRAWING FILE: ??????.DWG
PLOT SCALE: ?>???
ROAD IMPROVEMENT CROSS SECTION C-C"
N.T.S.
SOIL EROSIO.M & EE12aMNITTATION CONTROL PLAN NOTES
1. SOIL EROSION & SEDIMENT CONTROL PLAN NOTES;
a.) AREA TO BE DISTURBED IS ^-52,690 SQ.FT. (-1.21 ACRES)
1. ROADWAY/DRIVEWAY/PARKING: 41,028 SQ.FT.
2. RESIDENTIAL CONSTRUCTION AREA (LOTS 1 AND 2): 5,643 ')Q.FT.
3. SEPTIC TREATMENT AREA (LOTS 1 AND 2): 3,200 SQ.FT.
4. BEACH WALKWAY AND GAZEBOS: 2,819 SQ.FT.
b.) ALL DISTURBED AREAS SHALL BE PERMANENTLY STABILIZED WITHIN FIFTEEN
DAYS OF LAND DISTURBING ACTIVITIES. IF SAID ACTIVITIES OCCUR OUTSIDE
THE PERMANENT VEGETATION SEEDING DATES (APR. 1- SEP.30)THEN TEMP-
ORARY VEGETATION SEEDING SPECIFICATIONS SHALL BE FOLLOWED FOR
PLANTING UNTIL THE NEXT APPROPRIATE PERMANENT SEEDING PERIOD, AT
WHICH TIME PERMANENT VEGETATION SHALL BE ESTABLISHED ACCORDING TO
PERMANENT VEGETATION SEEDING SPECIFICATIONS (SEE PERM. & TEMP. SEEDING
SPEC'S THIS SHEET).
c.) IF EXCESSIVE WIND EROSION OR STORMWATER RUNOFF EROSION DEVELOPS DURING TIME OF
CONSTRUCTION ANY LOCATION ON THE PROJECT SITE, ADDITIONAL SILT FENCING SHALL
BE INSTALLED AS DIRECTED BY ENGINEER SO AS TO PREVENT DAMAGE TO ADJACENT
PROPERTY. SEE SILT FENCE DETAIL THIS SHEET.
d.) SOIL EROSION AND SEDIMENTATION CONTROLS TO BE INSPECTED,
MAINTAINED AND REPAIRED AS NECESSARY UNTIL PERMANENT CONTROLS
ARE ESTABLISHED.
e.) CONSTRUCTION SCHEDULE:
1) OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS.
2 FLAG AND/OR ROUGH STAKE WORK LIMITS.
3 HOLD PRECONSTRUCTION CONFERENCE (OWNER, CONTRACTOR, ENGINEER,
AND APPROPRIATE GOVERNMENT OFFICIALS) AT LEAST ONE WEEK PRIOR TO START
OF CONSTRUCTION ACTIVITIES.
4) INSTALL SILT FENCING ® LOCATIONS SHOWN ON PLAN
5) CONSTRUCT PROJECT AS PROPOSED
6) ALL EROSION & SEDIMENTATION CONTROL PRACTICES WILL BE INSPECTED WEEKLY
AND AFTER HEAVY RAINFALL EVENTS. NEEDED REPAIRS WILL BE MADE
IMMEDIATELY.
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NOTES:
1. APPLICANT: TRISHA MIDGETT AND BETTE GRAY
F.O. BOX 250
HATTERAS, NC 27943
2. AREA OF ENVIRONMENTAL CONCERN:
THE OCEAN HAZARD AEC APPPLIES WITH MAXIMUM ANNUAL
EROSION RATES (9.5 FT/YR) AS PER NC DIVISION OF COASTAL MANAGEMENT
3. PROPERTY AREA:
A. TOTAL AREA (LANDWARD OF MHWL): 6.67 AC
B. AREA LANDWARD OF FLSNV: 6.27 AC
C. TOTAL EX. UPLANDS: 3.87 AC
D. TOTAL EX. WETLANDS: 2.80 AC
E. LOT BREAKDOWN:
TOTAL AREA
(BASED ON AREA LANDWARD EXISTING EXISTING
LOT # OF FLSNV FOR LOTS 1 AND 9) UPI Awnq wr=-n AnrnC
LOT 1
112,581
SQ.FT.
38,986
SQ.FT.
73,595 SQ.FT.
LOT `?
84,968
SQ.FT.
36,655
SQ.FT.
48,313 SQ.FT.
LOT .)
15,317
SQ.FT.
15,317
SQ.FT.
N/A
LOT 4-
15,115
SQ.FT.
15,115
SQ.FT.
N/A
LOT 5 1
15.099
SQ.FT.
15,099
SQ.FT.
N/A
F. PUBLIC RIGHT-OF-WAY: 29,824 SQ.FT.
3. PROPOSED WORK:
A. USING A NATIONWIDE #14: FILL OF 15,307 SF (.35 AC) OF SECTION 404 WETLANDS
FOR UPLAND ACCESS TO PROPOSED OCEANFRONT LOTS 1 AND 2
B. USING A NATIONWIDE #18: FILL OF 4,301 SF (.10 AC) OF SECTION 404 WETLANDS
FOR RESIDENTIAL STUCTURE FOOTPRINTS OUTSIDE OF THE SMALL STRUCTURE SETB 4CK
(285 FT OR GREATER FROM CURRENT FLSNV)
C. RESIDENTIAL STRUCTURE CONSTRUCTION FOR (2) 2,100 SF SINGLE-FAMILY HOUSES
D. ROAD, DRIVEWAY AND PARKING AREA CONSTRUCTION AS INDICATED
E. PRIVATE SEPTIC TREATMENT SYSTEMS ON THE WEST SIDE OF LOTS 1 AND 2 FOR THE
RESIDENTIAL STRUCTURES ON THE RESPECTIVE LOTS
F. BEACH ACCESS WALKWAY WITH A PILE -SUPPORTED (6 FT WIDE) BOARDWALK
OVER A 67 LF SECTION OF SECTION 404 WETLANDS AND OVER THE DUNE BERM;
OTHER PORTION OF WALKWAY (ON EXISTING GRADE) WILL BE LINED WITH SAND FENCE
TO KEEP PEDESTRIAN TRAFFIC IN A DESIGNATED PATHWAY
G. (2) OPEN -SIDED GAZEBOS (174 SF) IN THE LOCATIONS SHOWN (LOT 1 AND LOT 2)
TYPICAL SECTION
OF
—
WALKWAY. GAZEBO
DUNE
N/F
COUNTY OF DARE
FR07ECnON BASEHHJT
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DB 4qO, P6 305
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DB IM P6 4q8
'
SECTION 404 WETLANDS LINE
CONFIRMED BY W. WESCOTT,
pI
I
SECTION 404 WETLANDS LINE \\
>
f'BJESTAL� '
.
i iSACE ON 3-29-04
y�,
CONFIRMEDFIRST LINE OF STABLE
U ACEON 3-29-040� V[ y:I-TATON 5/04/06 \\
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FILL
4,3011 SQ.FT.
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6" WATER MAIN
SEPTIC AREA
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PROPOSED WETLAND FILL
&/ NAT. 14 AREA: 15,307SQ.FT.
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IN DIIU H a
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AND VALVE JAZANIA 07JEAL
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PL5,5L44
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G ITCH CENTER LJNF
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DESIGNATED BEACH ACCESS PATH
2" WATER LINE ON WITH SANDFENCGD; ENTIRE PATH LINED
EXTENSION PILE9AIPOR7W AVW
5T SIDE GRAVEL TURFSTONE-TYPE SURFACE yygXM*rOVM kE7LAW5MH{Y
VEWAY SECTION DRIVEWAY DIVISION (20 FT LONG) 404 5Q,PT �r 6-1 _T CANA OCE4N �I'iZ•4RD
4,238 SQ.FT. BLOW UP .. `` 5hL4L t 5TiW nAl'F 5MACK (285 PV
EAST SIDE GRAVEL "
DRIVEWAY SECTION
297SQ.FT, LEGEND
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�' PROPOSED NATIONWIDE: # 14 ROAD Ill-L (15,307 SQ.FT./0.35 AC.)
a.
PROPOSED NA71ONWDE: # 18 RESIDEN r .,_ E i IOPMENT FILL (4, _ S0.F' ' ,10 AC.)
PROPOSED GRAVEL DRIVEWAY
j M
PROPOSED ASPHALT ROAD
B'
SOUTH
0W-AL 6AMP6R0LW PROPOSED GRAVEL PARKING AREA
PROPERTY BOUNDARY x
TURFSTONE DRIVEWAY SURFACE
' X X X PROPOSED SILT FENCE AUGNMENT DURIN; SOUND DISTURBANCE ACTIVITY
' r• WATER MAIN (SDR 21 CL 200)
= GATE VALVE
• BLOW OFF
�+ HYDRANT
WATER SERVICE
V
OVIDE A GROUND COVER ON EXPOSED SLOPE WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS (WHICHEVER IS SHORTEI
LLOWING COMPLETION OF ANY PHASE OF GRADING AND A PERMANENT GROUND COVER FOR ALL DISTURBED AREAS
HIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER FOLLOWING COMPLETION OF CONSTRUCTION OR
VELOPMENT.
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SILT FENCE DETAIL
N.T.S
GRAPHIC SCALE
OUTSIDE EDGE OF ROMME
— 50'
AREA
'-FT
JRS- LOCATION FOR NORTH SIDE
PICTM; SOU'm SCE HOUSE r, -
WTH STAIRS ,)N ORPO9TE SIDE —
------ - ---
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TYPICAL CROSS-SFt'TION;S FOR THE
SINGLE FAMILY RESIDI_��L�L, STRUCTL-PES
ip
RUNG
( IN FEET )
1 inch = 100 f.
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GROUND SURFACE
COMMISSION NO.
03029
DESIGNED BY
EJV BDR
DRAWN BY
EJV BDR
CHECKED BY
ISSUE DATE
2-9-06
SHEET NO
F 1 SHEETS