20090987 Ver 1_CAMA Application_20090915

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue James H. Gregson Dee Freeman
Governor Director Secretary
C.cLAA Q--
September 11, 2009 E.. 0 4 - pl g j
MEMORANDUM:
TO: Cyndi Karoly
Division of Water Quality-Surface Water Protection
FROM: Jason Dail, Express Permits Coordinator
127 Cardinal Drive Ext.
Wilmington, NC 28405
SUBJECT
Applicant:
Project Location:
CAMA Express Permit Application Review
Eastern Carolina Regional Housing Authority
9 16 L MV
SEP 1 5 2009
DENR . WATER QUALI i ,
WETLA4;DS AND sToRt fNATER BRANCH
1300 Bay Street, adjacent to Calico Creek, in Morehead City, Carteret County
Proposed Project: The applicant proposes to construct an access pier and four-slip docking facility
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by October 7, 2009. If you have any questions regarding the proposed project, please contact Jason
Dail at [phone], when appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.

This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer
North Carolina
Aaturallr,
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Eastern Carolina Regional Housing Authority
2. LOCATION OF PROJECT SITE: 1300 Bay Street, adjacent to Calico Creek, in Morehead City, Carteret
County.
Photo Index - 2006: 2444-8036 2000: 2444-525
State Plane Coordinates - X: 110678 Y: 818451 Rover File - V-072810A
Long: 76°43'09.709" Lat:34°43'33.936"
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 7/28/09
Was Applicant Present - Yes, agent
5. PROCESSING PROCEDURE: Application Received - Completed 9/08/09
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Carteret County
Land Classification from LUP - Developed
(B) AEC(s) Involved: ES
(C) Water Dependent: No
(D) Intended Use: Residential
(E) Wastewater Treatment: Existing - County
Planned - None
(F) Type of Structures: Existing - Residential Housing Complex
Planned - None (demolition)
(G) Estimated Annual Rate of Erosion: NA
Source - NA
7. HABITAT DESCRIPTION: [AREA]
T)RF.T)C;FT) FTf T RTl C)TTT'R
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands - Open Water
(C) Other - High Ground 87,120 sq. ft.
(disturbed)
(D) Total Area Disturbed: 87,120 sq. ft. (2.0 acres)
(E) Primary Nursery Area: Yes
(F) Water Classification: SA Open: No
8. PROJECT SUMMARY: The applicant proposes to demolish the housing complex, grade and seed the
property.
Eastern Carolina Regional Housing Authority
Page Two
9. PROJECT DESCRIPTION
Eastern Carolina Regional Housing Authority has requested that the attached application be processed under the
Express Permit Review Program.
The applicant's project (`Bayview Apartments") is located at 1300 Bay Street, adjacent to Calico Creek, in
Morehead City, Carteret County. To find the property from the Morehead City - DCM office, turn right onto
Bridges Avenue travel east toward Beaufort. Continue along Bridges Street and turn left onto 13th Street. The
property will be located on the left hand side of the road at the terminus of 13th Street. Residential properties border
the site to the east and south and Calico Creek borders the property to the west and north.
The subject property previously operated as Bayview apartments, which consisted of thirteen (13) federal housing
buildings. The property is approximately 4.67 acres in size and contains thirteen single-story buildings (twenty-six
units), a driveway, parking areas, stormwater drainage system and sidewalks. The site has approximately 384 linear
feet of shoreline and site elevations range from 6' to 8' above Normal High Water (NHW). The site contains very
little vegetation, with the exception of sparse lawn grasses and landscape shrubs. The property drops in elevation
along the western and northern as the land transitions to both "404" and Coastal Wetlands. A thin row of Wax
Myrtles and Phragmites stand between the uplands and the mixed wetland vegetation. Smooth Marsh Cordgrass
(SpartinaAlterniora) is the predominant Coastal species found adjacent to the site and is intermixed with Black
Needle-rush (Juncus roemerianus). The marsh width varies along the shoreline and ranges from 50' to 300'.
The applicant is currently applying for a CAMA Major Permit because the project site is located within the
Estuarine Shorelin AEC and because cumulative development impacts from this project will disturb more than an
acre, thus requiring a Sedimentation and Erosion Control Plan from the Division of Land Resources, Land Quality
Section.
Calico Creek, which is immediately adjacent to the project site, is classified as SA by the North Carolina Division
of Water Quality. The area IS designated as a Primary Nursery Area (PNA) by the N.C. Division of Marine
Fisheries. According to maps provided by the Division of Environmental Health, Shellfish Sanitation Section, the
area is CLOSED to the harvesting of shellfish.
PROPOSED PROJECT
The applicant is proposing to demolish all existing structures on-site, including but not limited to all thirteen (13)
buildings, driveways, parking areas, sidewalks and amenities. According to the application package, an excavator
and tractor trailer would be staged onsite and demolition would be disposed of offsite, as necessary. Demolition
would begin with Phase I of the three phase project and would include demolition of the four (4) northern most
buildings. Phase U would consist of removal of the three western most buildings and Phase III would include
demolition of the six (6) southern most buildings, as well as the road and infrastructure. A portion of the Phase I
work, and the vast majority of the Phase II work, would be conducted within the 75' Estuarine Shoreline AEC. As
proposed, no work would be performed within the 30' Coastal Shoreline Buffer, or any "404" or Coastal Wetlands.
Ground disturbance, due to rutting, would be the most significant impact, and therefore the applicant has proposed
to install silt fencing around the entire perimeter of the property. Following demolition of all structures, the
applicant proposes to take the entire site down to grade using a front end loader and track hoe. Subsequent to all
demolition activities, the site would be graded and seeded. No additional development is being proposed at this
time.
10. ANTICIPATED IMPACTS:
Demolition of the site would result in the disturbance of approximately 2.0 acres of high ground.
Submitted by: Jason Dail Date: September 10, 2009 Office: Wilmington
NON NP4
APPLICATION for
Mayor Development Permit r
(last revised 12127106) f° I f
i
North Carolina DIVISION Of--,0, 6ASTAL MANAGEMENT
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1. Primary Applicant! Landowner Information j
Business Name Project Name (if applicable)
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Applicant 1: First Name MI Last Name

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Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box City State

ZIP Country
Phone
No.
FAX N
o.
f i@ ? i g ext.
Street Address (if different from above) City State ZIP
Z-16433
Email
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2. Agent/Contractor Information
Business Name

Agent/ Contractor 1: First Name MI Last Name

Agent/ Contractor 2: First Name MI L
astt Name
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Mailing Address PO Box City State
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ZIP a Q ?} O I Phone No. 1 Phone N
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FAX No. Contractor #
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Street Address (if different from above) City State ZIP

Email

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<Form continues on back>
Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
Subdivision Name City State Zip
C& C,;-1
Phone No. Lot No.(s) (if many, attach additional page with list)
- 1- ext.
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
CZA'% ir 1
c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site.
91?atural ?Manmade ?Unknown q C- ,..; -
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e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
E Yes ?No work falls within.

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4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
3S44" pvpnk' 203 ?^
ft
c. Size of individual lot(s) d. Approximate elevation of
tract above NHW (normal high water) or
NWL (normal water leveel)
(If many lot sizes, please attach additional page with a list) (<HW or ?NWL
e. Vegetation on tract

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f. Man-made features and uses now on tract , N i; rl
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g. Identify and describe the existin and uses adjacent to the proposed project site.
'
4 `aV?b ?SEasmas` l_..°. __, 1 i€
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h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
(Attach zoning compI ce certificate, if applicable)
?Yes ?No NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ?Yes P%o
?
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ?Yes ?No &6'1?A
If yes, by whom?
1. Is the proposed project located in a National Registered Historic District or does it involve a ?Yes ?No A
National Register listed or eligible property?

<Form continues on next page>
Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ?Yes ?No
(ii) Are there coastal wetlands on the site? V'res ?No

(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ?Yes No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities. '= j l ? 1 s ) I \ ? ; 1 s

o. Describe existing drinking water supply source,
erg . ?; q ,a

p. Describe existing storm water management or treatment systems.

5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ?Commercial ublic/Government
f -tLna'-L) , 1 E ?Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.

c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
aI t. - I QtN"6'%VL

d. List all development activities you propose.

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1414 LL' -,

e. Are the proposed activities maintenance of an existing project, new work, or both? 'VZ>U ®k
f. What is the approximate total disturbed land area resulting from the proposed project? ?Sq.Ft or []'Acres
fi
g. Will the proposed project encroach on any public easement, public accessway or other area ?Yes ONo ?NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
N s
i. Will wastewater or stormwater be discharged into a wetland? ?Yes o ?NA
If yes, will this discharged water be of the same salinity as the receiving water? ?Yes ?No ?NA
j. Is there any mitigation proposed? a
If yes, attach a mitigation proposal. ?c<' , ,t to i C ?Yes ?No ?NA
i?
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<Form continues on back>
Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) - (f) are always applicable to any major development application. se su h t'
1j
instruction booklet on how to properly prepare the required items below. j
1114 4
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. PI se give the?P[gsent totu?of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate ?M maps, plus` glrav?ns )f nguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site l'
d. A copy of the deed (with state application only) or other instrument under which the applicant claigdi le"6 tli?fatfebte` l o ek e''
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name wcx 0 Phone No.
Address ROR , Fx X @?.°t ? A!nr
S A '10 014
Name \$(,?? ar"&-f ? Phone No.
Address 1coI %%,r 0 t b cr6ee4A Ct,
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
V"??
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary. K04- ,
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act. H
1 7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date ( • I Print Name -0
a
Signature F
?A
Please indicate application attachments pertaining to your proposed project.
?DCM MP-2 Excavation and Fill Information ?DCM MP-5 Bridges and Culverts
?DCM MP-3 Upland Development
?DCM MP-4 Structures Information
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41
I
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it
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Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
l?L v t _ iJ1 t11,": xr 1!)97:4 t
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels.
proposed.
c. Density (give the number of residential units and the units per d. Size of area to be graded, filled, or disturbed including roads,
acre). ditches, etc.
e. If the proposed project will disturb more than one acre of land, the f. List the materials (such as marl, paver stone, asphalt, or concrete)
Division of Land Resources must receive an erosion and to be used for impervious surfaces.
sedimentation control plan at least 30 days before land-disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to a Division of Land Resources?
?Yes No ?NA
(ii) If yes, list the date submitted:
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built-upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
VA I o
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for view?
[]Yes [:]No is Give the percentage of the entire tract to be covered by impervious
and/or built-upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
j. Describe proposed
pi method of sewage disposal.
- t Y
Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
1.41
(ii) If yes, list the date submitted:
k. Have the facilities described in Item (i) received state or local
approval?
?Yes ?No FAA
If yes, attach appropriate documentation,
m. Does the proposed project include an innovative stormwater
design?
?Yes ?No El`hA p
If yes, attach appropriate documentation.
f
FT
m. Describe proposed drinking water supply source (e.g., well, n. (i) Will water be impounded? ?Yes ?No [%A
community, public system, etc.)
(ii) If yes, how many acres.
.sue
o. When was the lot(s) platted and recorded? p. If proposed development it a subdivision, will additional utilities be
J? ) installed for this upl development?
?Yes ?No NA
, ic,?•o1
Applicant Name
A
A licanlsig Lure
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P..?a?
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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue, Governor James H. Gregson, Director Dee Freeman, Secretary
Date f -I!?- ol
Name of Property Owner Applying for Permit:
S4?r1 ?'?ra i1a ?? ?, rn F-1 ftt?°n?
Mailing Address:
o?C' i3ls
100 17 c (VC- ?,S
ll > ??? ?[t? ?! Et
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I certify that I have authorized (agent) to act on my
behalf, for the purpose of applying for and obtaining all CAMA Permits necessary to
install or construct activitty?,'
at (my property located at)
This certification is valid thru (date) I _ 3 I ._ 10
C" to t "Cl- i 0on t OcfS1?nt
Qom. ?-
Owner Signature
Date
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] FAX- 252-247-33301 Internet: www,nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer- 50% Recycled', 10% Post consumer Paper
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site ° 30 _ _ _ _ BRIEF HISTORY OF THE PROJECT:
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30 I IN THE 1950'S THE EASTERN CAROLINA REGIONAL HOUSING AUTHORITY (ECRHA) BUILT 12 DUPLEXES
t ~ I Avery S AND ONE SINGLE FAMILY HOUSE. THESE UNITS WERE FEDERALLY FUNDED TO HOUSE LOW INCOME t... FAMILIES AND INDIVIDUALS UNTIL ABOUT 4 YEARS AGO WHEN THE COST OF MAINTENANCE AND THE
Z I I NEED TO MODERNIZE MADE IT IMPRACTICAL TO KEEP THESE UNITS OGCUPIED. ECRHA FIRST TRIED
~ ! TO SELL THE PROPERTY TO A DEVELOPER AND USE THE PROCEEDS TO BUILD NEW, MODERN 10W INCOME
I i Bay st I ~ I HOUSING. DUE TO THE DOWNTURN IN REAL ESTATE, A BUYER COULD NOT BE FOUND. TODAY, ECRHA J Z WOULD LIKE TO DEMOLISH THE EXISTING STRUCTURES AND BUILD NEW MORE MODERN LOW INCOME
I r- ~ ! HOUSING WITH LESS DENSITY.
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\ / ! \ ® I c~ ~i U'=.~ ~ AREA OF DEMOLITION
~ ~ A ~,~N6ANAG~~.N ~ AREA OF NO E T
® 15 ' I i ~ e I QQA.,~~ D MOII ION.
i w 507 505 I ~ o ~ ~ ~ , ® i ~ PHASE BOUNDARY FOR DISTURBED AREAS
r~ 0 ! ~ ~ ~ , --NwH--- NORMAL HIGH WATER l
® ,B I / 1 1_ I
® 509 1 ! ~ I I ! ----cw---- UPPER COASTAL WATER ~.f ~
~ ~ I ! ~ 9 ~ I 1 a I Q -aoa- 404 WETLAND ® ~
~ ~;~m i ~ ~ 1 I 30-= 30' SETBACK ~
Q~ N I I 75 75' SETBACK p
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it I ~ ~ ! ..'-~';`'„r JL°~ ~,U~ ~ ;1 i?~i r~ 30' SETBACK rn ~ . L!1 ~
! ® L------__®--_______ i STORM WATER DIRECTION
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I I 1 I 1 SCOPE OF WORK: ~
I a ~ I I ! 1 I I I ~ ~ I II I 1. BEFORE DEMOLITION WORK BEGINS: ~ A, REMOVE ASBESTOS FROM. THE APARTMENTS. ASBESTOS IS LOCATED: ~
I / ~ ! 515 II I I i ' i I ~ 523 ! i. F100R TILE ADHESIVE. Q
/ I ~ I 2. WINDOW CAULK.
~ ~ - I I I ( I - ! 3. ROOF PENETRATIONS. ALL ASBESTOS REMOVED SHALL BE DONE IN AN APPROVED MANNER AND ® Y
, ~ I 514 II I I ~ r 1 1 I DISPOSED OF IN AN APPROVED LANDFILL OR APPROVED AREA. 1HE
I ~ , I I I CONTRACTOR SHALL OBTAIN ALL PERMITS AND CARRY ALL NEEDED ~ LICENSES AND INSURANCE. THE HOUSING AUTHORITY WILL PROVIDE THE ~ ~
, i~ I I I II I I ~ I CONSULATANTS ASBESTOS REPORT FOR BAYVIEW BEFORE CONSTRUCTION Z
I c~ 1 ; ~ 516 NDTE 10 II I ~I I I 1 ~ ! BEGINS. ~ 8. hIAVE THE HUD APPROVAL FOR DEMOLITION OF HUD PROPERTY. THIS IS ~
~ ~ I I ! OBTAINED BY THE HOUSING AUTHORITY AND SHOULD BE AVAILABLE BEFORE Tn
II~ I \ I I ! DEMOLITION BEGINS. („/1
I II I ! 1 I I I C. INSTALL SILT FENCE AS SHOWN ON SHEET G2. 2. ALL WORK SHALL BE DONE IN PHASES. ONCE A PHASE I5 COMPLETE IT SHALL BE ~
I I ~ I _ ! I ~ 1 ~ I IMMEDIATELY GRADED, SEEDED, STRAW PUT IN PLACE AND WATERED. SILT FENCE ~
I I 1 ! 1 IN , SHALL BE REMOVED BY THE CONTRACTOR AT THE APPROPRIATE TIME. 3. DISCDNNECT WATER AND SEWER AT EACH APARTMENT. DISCONNECT WATER AT THE W
I I 11 I i ~ ! I , I I OUTSIDE VALVE. THE VALVE SHALL BE SHUT AND LEFT IN OPERATING CONDITION..
I I ® ~d i I 517 i 1 I DISCONNECT SEWER AND CAP AT THE FIRST OUTSIDE CLEANOUT. CONTRACTOR ~
I ~ ® ? II 522 ! II I SHALL REPAIR ANY ACTIVE WATER OR SEWER LINES BROKEN DURING THE DEMOLITION. ABANDONED SEWER LINES WILL NOT NEED TO BE REPAIRED. SEE-
I ~ ® ~ ~ I I 0 NOTE 10 I SHEET G3 FOR SITE WATER AND SEWER PLAN.
- i 4. DEMOLISH THE FOLLOWING ; des by A. REMOVE HOUSE. AND DUPLEXES INCLUDING THE FOUNDATION. dwn by
a , I I B. INTERNAL 51DEWALKS, RAMPS ANb PORCHES AS SHOWN.:
c , ~ ~ 51 1 521 I I I I C. CLOTHESLINES, proj number :09020.
~ ~ I I Z ! I I 5. 00 NOT DEMOLISH : date : 07/30/09 A. PUBLIC SIDEWALK.
q I ~ II o I II , ~ ~ B. INTERNAL STREETS AND PARKING SPACES.
N I I , C, ST'ORMWATER SYSTEM. Il/llllllb/q D. CENTRAL METER AND WATER LINE UP TO THE APARTMENT SHUTOFF VALVES> ®~,®®~1 ~ ~~I~~®~
~ ~ ~ I ! I / I !
® I I 0 I o / ! E. SEWER3SYSTEM UP TO THE CLEANOUT AT THE APARTMENT. CAP END. SEE ;®®,®Cr,~°`'c~l~/'~9'~~~i~
6< CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS OF THE 5IDEWALKS, : Q SEAL °
w I ~ , I SE I I CLOTHESLINES, PARKING AREAS, DUPLEXES AND HOUSES. .7138
& I ® , _ II 7. THE POWER COMPANY SHALL REMOVE ALL OVERHEAD SERVICE, POLES AND TRANSFORMERS. DEMOLITION CONTRACTOR SHALL REMOVE THE METER BA5ES AND ;©y~^. t
I ® I I
z I NoTE 10 ~ o I i I , I ~ II 519 i 520 I 8. DEIIVERFRTOMTHEEOWNERDANYSMATERIALS THAT ARE REpUESTED. ALL OTHER s~,G/`°~°° ''S~ ~~a,~
U I ~ II I o f ~ ~ I MATERIALS AND DEBRIS SHAL! BECOME THE PROPERTY OF THE CONTRACTOR AND ,'l® S 1~ DISPOSAL OF IN APPROVED DISPOSAL AREAS PER ALL NATIONAL, STATE AND ~
i { i s ~ i., I LOCAL CODES AND ORDINANCES. PERMITS FOR DISPOSAL SHALL BE OBTAINED BY
3 I NOTE 10 I , a i I , THE CONTRACTOR. SHEET N0. 9. CONTRACTOR SHALL HAVE ALL LICENSES NEEDED TO OBTAIN ALL NEEDED PERMITS.
Q I li I I I 10. SAW CUT JOINT TO MAKE THE BREAK ALONG THE ROAD CLEAN.
I I 5------------------. o -~-----------______-L-- Pl _yy ~q( yy _ _
W Q 8/31/09 REVISED NHW - 30 SETBACK & DBS & 75' SETBACK OF
d 0 Q 8/25/09 REVISED NHW DBS
DEMOLITION 0 10 20 30 40 Z7 N symbol date description by
k Gi , B AV 0. Ir =K'I'E ml: I SCALE. 1A 30
REVISIONS
601 R?W

�Ntlw CALICO CREEK
� THE TOP OF THE BANK
CAN BE CONSIDERED
site --------------- -,-,---'THE 404 WETLAND
30 J I
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1 +
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------------------
75 +
X — g _ X®¢
I
A i 500
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SILT FENCE DEFINES +
DEMOLITION
BOUNDARY
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NOTE 3
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,
DROP INLET KEY NOTES / �,!f A.
Oi N. C. D. 0. T. #5 OR #57 WASHED STONE PL 504
2�. CLASS B OR CLASS I RIPRAP
0 3 BARRIER SHALL TOTALLY SURROUND DROP INLET ' - _ CW
404 i i 1 r 502 t 1
r r I 1
" " , " " EXISTING 1 + r ► 1
5 -0185 -0 12 PAVEMENT \ i I t
�\t + h 1 31 E+1 D1 STUFSMt
s EXISTING DROP ! \ 1
t° 1 INLET GRATE\ / r `\ NOTE 3 i 0 NOTE 3
w
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507 j 505
C INSTALLATION DETAIL - SECTION VIEW % 9
G2 DROP INLET SEDIMENT BARRIER
SCALE: NONE
1
EXISTING DROF?\
i 51 _ INLET MANHOLE.)
SEE �� ! 1
_ PL
SIS S i 1 ELEVATION '}� / ,ti �tiq�•
15. 2 ,18--
1 ► r f ' ��
NOTE 3
�a' MAX STANDARD STRENGTH WIRE FENCE ®' rt 508 506
8' ``®•�' 1
MAX EXTRA STRENTH WIRE FENCE t r � I 1 �
STEEL POST-,,,,.,
REVISED NHW S I 11 r 1
30' & 70' SETBACK
PROPERTY OWNER
DONALD OLANDER
---------------------------
AVERY STR
I `; I 51 � C 1 i r I �' I 6®t
_ . i
I 1 x
PLASTIC OR 1 /
WIRE TIE5 © I t t W r i , ` i NOTE 3 - - - - - - - - - - - - -
cc x
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NATURAL
GROUNDL
1 I 1
a + + ^ prt 1 1 r
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+ NOTE 3 , 1 524
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I +
+ FORWARD ALONG
r THE TRENCH
WI 1
15 r 523
CROSS SECTION 514 \\ 4 1
VIEW 1 \ , t ��
WIRE FENCE PROPERTY OWNER 1 —` 1 1 �---
KARENCOHALL
516 FILTERFABRIC NATURAL x 1 r r r t
+STEEL POST NOTE 3 ' 1
GROUND
SILT FENC�
t I
� I
DEFINES \ ' i ! ► , ® II
+ DEMOLITION t IS dA 0 A RE , ` NOTE 3 3
U4 SLOPE i BOUNDARY
�z !i
t i co1
N
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'i 17 ' �� it \�
x t , 522 t 1
14
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O 1 t
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zINSTALLATION DETAIL NOTE 3 x 1 521 �' NOTE 3
BI t/ co r I
TEMPORARY SEEDING SPECIFICATION...�
GENERAL
COMPLETE GRADING BEFORE PREPARING SEEDBEDS, AND INSTALL ALL NECESSARY EROSION CONTROL PRACTICES SUCH
AS, DIKES, WATERWAYS, AND BASINS. MINIMIZE STEEP SLOPES BECAUSE THEY MAKE SEEDBED PREPARATION
DIFFICULT AND INCREASE THE EROSION HAZARD. IF SOILS BECOME COMPACTED DURING GRADING, LOOSEN THEM TO
A DEPTH OF 6 - 8 INCHES USING A RIPPER, HARROW, OR CHISEL PLOW.
SEEDBED PREP ARATION
A GOOD SEEDBED IS WELL -PULVERIZED, LOOSE, AND UNIFORM.
LIMING
APPLY LIME ACCORDING TO SOIL TEST RECOMMENDATIONS. IF THE PH (ACIDITY) OF THE SOIL IS NOT KNOWN, AN
APPLICATION OF GROUND AGRICULTURAL LIMESTONE AT THE RATE OF 1 TO 1-1/2 TONS/ACRE ON COARSE-TEXTURED
SOILS AND 2 - 3 TONS/ACRE ON FINE -TEXTURED SOILS IS USUALLY SUFFICIENT. APPLY LIMESTONE UNIFORMLY
AND INCORPORATE INTO TO THE TOP 4 - 6 INCHES OF SOIL. SOILS WITH A PH OF 6 OR HIGHER NEED NOT BE
LIMED.
FERTILIZER
BASE APPLICATION RATES ON SOIL TESTS. WHEN THESE ARE NOT POSSIBLE, APPLY A 10-10-10 GRADE FERTILIZER
AT 700-1,000 LB/ACRE. BOTH FERTILIZER AND LIME SHOULD BE INCORPORATED INTO THE TOP 4-6 INCHES OF
SOIL. IF A HYDRAULIC SEEDER IS USED. DO NOT MIX SEE AND FERTILIZER MORE THAN 30 MINUTES BEFORE
APPLICATION.
SURFACE ROUGHENING
IF RECENT TILLAGE OPERATIONS HAVE RESULTED IN A LOOSE SURFACE, ADDITIONAL ROUGHENING MAY NOT BE
REQUIRED, EXCEPT TO BREAK UP LARGE CLODS. IF RAINFALL CAUSES THE SURFACE TO BECOME SEALED OR CRUSTED,
LOOSEN IT JUST PRIOR TO SEEDING BY DISKING, RAKING, HARROWING, OR OTHER SUITABLE METHODS. GROOVE OR
FURROW SLOPES STEEPER THAN 3:1 ON THE CONTOUR BEFORE SEEDING. (PRACTICE 6. 03, SURFACE ROUGHENING).
SEEDING
EVENLY APPLY SEED USING A HYDROSEEDER. USE SEEDING RATES GIVEN IN TABLES 6.10a -6.10c. BROADCAST
SEEDING AND HYDROSEEDING ARE APPROPRIATE FOR STEEP SLOPES WHERE EQUIPMENT CANNOT BE DRIVEN. HAND
BROADCASTING IS NOT RECOMMENDED BECAUSE OF THE DIFFICULTY IN ACHIEVING A UNIFORM DISTRIBUTION. SMALL
GRAINS SHOULD BE PLANTED NO MORE THAN 1 INCH DEEP, AND GRASSES AND LEGUMES NO MORE THAN 1/2 INCH.
BROADCAST SEED MUST BE COVERED BY RAKING OR CHAIN DRAGGING, AND THEN LIGHTLY FIRMED WITH A ROLLER OR
CULTIPACKER. HYDROSEEDED MIXTURES SHOULD INCLUDE A WOOD FIBER (CELLULOSE) MULCH.
MULCHING
THE USE OF AN APPROPRIATE MULCH WILL HELP ENSURE ESTABLISHMENT UNDER NORMAL CONDITIONS, AND IS
ESSENTIAL TO SEEDING SUCCESS UNDER HARSH SITE CONDITIONS (PRACTICE 6. 41, MULCHING). HARSH SITE
CONDITIONS INCLUDE:
- SEEDING IN FALL FOR WINTER COVER (WOOD FIBER MULCHES ARE NOT CONSIDERED ADEQUATE FOR THIS
USE) .
- SLOPES STEEPER THAN 3:1
- EXCESSIVE HOT OR DRY WEATHER
- ADVERSE SOILS (SHALLOW, ROCKY, OR HIGH IN CLAY OR SAND)
AREAS RECEIVING CONCENTRATED FLOW.
IF THE AREA BEING MULCHED IS SUBJECT TO CONCENTRATED WATERFLOW, AS IN CHANNELS, ANCHOR MULCH WITH
NETTING (PRACTICE 6. 14, MULCHING).
MAINTENANCE
RESEED AND MULCH AREAS WHERE SEEDING EMERGENCE IS POOR, OR WHERE EROSION OCCURS, AS SOON AS POSSIBLE.
DO NOT MOW. PROTECT FROM TRAFFIC AS MUCH AS POSSIBLE.
REFERENCE
FROM NC DIVISION OF LAND MANAGEMENT - PRACTICAL STANDARDS AND SPECIFICATIONS
SITE PREPARATION
6.03, SURFACE ROUGHENING
6.04, TOPSOILING
SURFACE STABLIZATION
6. 11, PERMANENT SEEDING
6.14, MULCHING
APPENDIX
8. 02, VEGETATION TABLES
r 0J 1J,1� _lvl'+ l t
EET L
','�,,
cods
LEGEND
PHASE I
7/22 PHASE II
PHASE III
X- X -,LIMIT FOR DISTURBED AREA (SEE 'aN)
STORM WATER FLOW
---- -- SEDIMENT FENCE ( SEE )
-404- 404 WETLAND
--- CW --- UPPER COASTAL WATER
-----NHW--- NORMAL HIGH WATER
---18 --- TOPO LINE
— PL — PROPERTY LINE
--
30— 30' SETBACK
—
75— 75' SETBACK
OF A SEDIMENT FENCE
G2
+
Avery St
x
8/25/09
REVISED NHW
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symbol
date
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SCALE: NONE
Brid es St
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HWY 70
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DEMOLITION
BOUNDARY
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/ i 1
,
DROP INLET KEY NOTES / �,!f A.
Oi N. C. D. 0. T. #5 OR #57 WASHED STONE PL 504
2�. CLASS B OR CLASS I RIPRAP
0 3 BARRIER SHALL TOTALLY SURROUND DROP INLET ' - _ CW
404 i i 1 r 502 t 1
r r I 1
" " , " " EXISTING 1 + r ► 1
5 -0185 -0 12 PAVEMENT \ i I t
�\t + h 1 31 E+1 D1 STUFSMt
s EXISTING DROP ! \ 1
t° 1 INLET GRATE\ / r `\ NOTE 3 i 0 NOTE 3
w
1
\ / �,� ..►x is �� ®\
\��,— f `
507 j 505
C INSTALLATION DETAIL - SECTION VIEW % 9
G2 DROP INLET SEDIMENT BARRIER
SCALE: NONE
1
EXISTING DROF?\
i 51 _ INLET MANHOLE.)
SEE �� ! 1
_ PL
SIS S i 1 ELEVATION '}� / ,ti �tiq�•
15. 2 ,18--
1 ► r f ' ��
NOTE 3
�a' MAX STANDARD STRENGTH WIRE FENCE ®' rt 508 506
8' ``®•�' 1
MAX EXTRA STRENTH WIRE FENCE t r � I 1 �
STEEL POST-,,,,.,
REVISED NHW S I 11 r 1
30' & 70' SETBACK
PROPERTY OWNER
DONALD OLANDER
---------------------------
AVERY STR
I `; I 51 � C 1 i r I �' I 6®t
_ . i
I 1 x
PLASTIC OR 1 /
WIRE TIE5 © I t t W r i , ` i NOTE 3 - - - - - - - - - - - - -
cc x
WIRE FENCE i ! i 2
NATURAL
GROUNDL
1 I 1
a + + ^ prt 1 1 r
FILTER 3° I 1 t + 1 I + 13
+ NOTE 3 , 1 524
1 8" DOWN & 4" FABRIC
I +
+ FORWARD ALONG
r THE TRENCH
WI 1
15 r 523
CROSS SECTION 514 \\ 4 1
VIEW 1 \ , t ��
WIRE FENCE PROPERTY OWNER 1 —` 1 1 �---
KARENCOHALL
516 FILTERFABRIC NATURAL x 1 r r r t
+STEEL POST NOTE 3 ' 1
GROUND
SILT FENC�
t I
� I
DEFINES \ ' i ! ► , ® II
+ DEMOLITION t IS dA 0 A RE , ` NOTE 3 3
U4 SLOPE i BOUNDARY
�z !i
t i co1
N
1 I�� f ► x
'i 17 ' �� it \�
x t , 522 t 1
14
x c
h It ! t c
O 1 t
N
zINSTALLATION DETAIL NOTE 3 x 1 521 �' NOTE 3
BI t/ co r I
TEMPORARY SEEDING SPECIFICATION...�
GENERAL
COMPLETE GRADING BEFORE PREPARING SEEDBEDS, AND INSTALL ALL NECESSARY EROSION CONTROL PRACTICES SUCH
AS, DIKES, WATERWAYS, AND BASINS. MINIMIZE STEEP SLOPES BECAUSE THEY MAKE SEEDBED PREPARATION
DIFFICULT AND INCREASE THE EROSION HAZARD. IF SOILS BECOME COMPACTED DURING GRADING, LOOSEN THEM TO
A DEPTH OF 6 - 8 INCHES USING A RIPPER, HARROW, OR CHISEL PLOW.
SEEDBED PREP ARATION
A GOOD SEEDBED IS WELL -PULVERIZED, LOOSE, AND UNIFORM.
LIMING
APPLY LIME ACCORDING TO SOIL TEST RECOMMENDATIONS. IF THE PH (ACIDITY) OF THE SOIL IS NOT KNOWN, AN
APPLICATION OF GROUND AGRICULTURAL LIMESTONE AT THE RATE OF 1 TO 1-1/2 TONS/ACRE ON COARSE-TEXTURED
SOILS AND 2 - 3 TONS/ACRE ON FINE -TEXTURED SOILS IS USUALLY SUFFICIENT. APPLY LIMESTONE UNIFORMLY
AND INCORPORATE INTO TO THE TOP 4 - 6 INCHES OF SOIL. SOILS WITH A PH OF 6 OR HIGHER NEED NOT BE
LIMED.
FERTILIZER
BASE APPLICATION RATES ON SOIL TESTS. WHEN THESE ARE NOT POSSIBLE, APPLY A 10-10-10 GRADE FERTILIZER
AT 700-1,000 LB/ACRE. BOTH FERTILIZER AND LIME SHOULD BE INCORPORATED INTO THE TOP 4-6 INCHES OF
SOIL. IF A HYDRAULIC SEEDER IS USED. DO NOT MIX SEE AND FERTILIZER MORE THAN 30 MINUTES BEFORE
APPLICATION.
SURFACE ROUGHENING
IF RECENT TILLAGE OPERATIONS HAVE RESULTED IN A LOOSE SURFACE, ADDITIONAL ROUGHENING MAY NOT BE
REQUIRED, EXCEPT TO BREAK UP LARGE CLODS. IF RAINFALL CAUSES THE SURFACE TO BECOME SEALED OR CRUSTED,
LOOSEN IT JUST PRIOR TO SEEDING BY DISKING, RAKING, HARROWING, OR OTHER SUITABLE METHODS. GROOVE OR
FURROW SLOPES STEEPER THAN 3:1 ON THE CONTOUR BEFORE SEEDING. (PRACTICE 6. 03, SURFACE ROUGHENING).
SEEDING
EVENLY APPLY SEED USING A HYDROSEEDER. USE SEEDING RATES GIVEN IN TABLES 6.10a -6.10c. BROADCAST
SEEDING AND HYDROSEEDING ARE APPROPRIATE FOR STEEP SLOPES WHERE EQUIPMENT CANNOT BE DRIVEN. HAND
BROADCASTING IS NOT RECOMMENDED BECAUSE OF THE DIFFICULTY IN ACHIEVING A UNIFORM DISTRIBUTION. SMALL
GRAINS SHOULD BE PLANTED NO MORE THAN 1 INCH DEEP, AND GRASSES AND LEGUMES NO MORE THAN 1/2 INCH.
BROADCAST SEED MUST BE COVERED BY RAKING OR CHAIN DRAGGING, AND THEN LIGHTLY FIRMED WITH A ROLLER OR
CULTIPACKER. HYDROSEEDED MIXTURES SHOULD INCLUDE A WOOD FIBER (CELLULOSE) MULCH.
MULCHING
THE USE OF AN APPROPRIATE MULCH WILL HELP ENSURE ESTABLISHMENT UNDER NORMAL CONDITIONS, AND IS
ESSENTIAL TO SEEDING SUCCESS UNDER HARSH SITE CONDITIONS (PRACTICE 6. 41, MULCHING). HARSH SITE
CONDITIONS INCLUDE:
- SEEDING IN FALL FOR WINTER COVER (WOOD FIBER MULCHES ARE NOT CONSIDERED ADEQUATE FOR THIS
USE) .
- SLOPES STEEPER THAN 3:1
- EXCESSIVE HOT OR DRY WEATHER
- ADVERSE SOILS (SHALLOW, ROCKY, OR HIGH IN CLAY OR SAND)
AREAS RECEIVING CONCENTRATED FLOW.
IF THE AREA BEING MULCHED IS SUBJECT TO CONCENTRATED WATERFLOW, AS IN CHANNELS, ANCHOR MULCH WITH
NETTING (PRACTICE 6. 14, MULCHING).
MAINTENANCE
RESEED AND MULCH AREAS WHERE SEEDING EMERGENCE IS POOR, OR WHERE EROSION OCCURS, AS SOON AS POSSIBLE.
DO NOT MOW. PROTECT FROM TRAFFIC AS MUCH AS POSSIBLE.
REFERENCE
FROM NC DIVISION OF LAND MANAGEMENT - PRACTICAL STANDARDS AND SPECIFICATIONS
SITE PREPARATION
6.03, SURFACE ROUGHENING
6.04, TOPSOILING
SURFACE STABLIZATION
6. 11, PERMANENT SEEDING
6.14, MULCHING
APPENDIX
8. 02, VEGETATION TABLES
r 0J 1J,1� _lvl'+ l t
EET L
','�,,
cods
LEGEND
PHASE I
7/22 PHASE II
PHASE III
X- X -,LIMIT FOR DISTURBED AREA (SEE 'aN)
STORM WATER FLOW
---- -- SEDIMENT FENCE ( SEE )
-404- 404 WETLAND
--- CW --- UPPER COASTAL WATER
-----NHW--- NORMAL HIGH WATER
---18 --- TOPO LINE
— PL — PROPERTY LINE
--
30— 30' SETBACK
—
75— 75' SETBACK
1
1
r
NOTE 3
GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN + x I\
1 34
PROPERLY STABILIZED. - - --- --18 -- i 1
g°' \• _ - _ -- - -- --- --- -- -= --------- I L ------------------.----------
d----------------8----------------�-- Pt
W
NOTE 3 NOTE 3
BAY S 0 10 20.30 40 (A
G2 SCALE: 1" = 30' -
60' ?
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
RYE (GRAIN) 120
SEEDING DATES
MOUNTAINS - AUG. 15 - DEC. 15
COASTAL PLAIN AND PIEDMONT - AUG 15. - DEC 30
SOIL AMENDMENTS
FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10-10-10
FERTILIZER.
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
MAINTENANCE
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY.
TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN MARCH. IF IT IS
NECESSARY TO EXTENT TEMPORARY COVER BEYOND JUNE 15,
OVERSEED WITH 50 LB/ACRE KOBE (PIEDMONT AND COASTAL
PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE FEBRUARY
OR EARLY MARCH.
PHASE I
DEMO APTS - 500, 501, 502, 503, 504, 505 & 507
DISTURBED AREA - 0.6 ACRES
FENCING LENGTH - 440'
PHASE II
DEMO APTS - 509, 510, 511, 512, 514, 516
DISTURBED AREA - 0.4 ACRES
FENCING LENGTH - 370'
PHASE III
DEMO APTS - 506, 508, 513, 515, 517, 518, 519, 520, 521, 522, 523, 524
DISTURBED AREA - 1.0 ACRE
FENCING LENGTH - 730'
NOTES:
1. DEMOLITION SHALL BE DONE IN PHASES WITH PHASE I BEING DONE FIRST, PHASE 11 BEING DONE
SECOND AND PHASE III BEING DONE LAST. THIS ORDER CAN CHANGE UPON APPROVAL OF ENGINEER.
2. ONCE STRUCTURE, CLOTHESLINES AND CONCRETE WALKWAY WITHIN THE SITE ARE REMOVED THE AREA
SHALL BE GRADED, SEEDED, AND WATERED. SEE TEMPORARY SEEDING SPECIFICATION.
3. WHEN SILT FENCE CROSSES SIDEWALKS THAT ARE TO BE REMOVED, SAW CUT AND REMOVE PORTION OF
SIDEWALK THAT INTERFERES WITH THE SILT FENCE.
4. TOTAL DISTURBED AREA FOR PHASE I, II, & III IS 2.0 ACRES.
5. THE CONTRACTOR SHALL APPLY FOR THE PERMIT.
6. EASTERN CAROLINA REGIONAL HOUSING AUTHORITY SHALL BE THE FINANCING RESPONSIBLE PARTY.
7. THIS SITE HAS NO 404 WETLAND REQUIREMENTS. REFER TO LETTER FROM SOILS SCIENTIST PAUL
FORLEY OF LAND MANAGEMENT GROUP.
8. NO WETLAND WILL BE DISTURBED FROM THIS DEMOLITION PROJECT.
OF A SEDIMENT FENCE
G2
+
I,
x
8/25/09
REVISED NHW
symbol
date
description
z
,
o
SCALE: NONE
PROMPTLY. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE
i
,�� •>F®.�
'°�
1
J
STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE.
1
NOTE 3 1
t
+
z
TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. REMOVE ALL
3
FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO
I
1
x I
��
1
1
SILT FENCE DEFINES 1
o
SILT FENCE NOTE :
,'//' �NOTE 3
f
DEMOLITION
1. THE SILT FENCE ASSEMBLY SHALL COMPLY WITH THE STANDARDS OUTLINED IN
i
, :'
��
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BOUNDARY
TABLE 6.62b SPECIFICATIONS FOR SEDIMENT FENCE FABRICATION IN THE
1
_ CW _i , r0'®
x I
\
,
1
4
PRACTICE STANDARDS AND SPECIFICATIONS.
2 MAINTENANCE:
1
1
r
NOTE 3
GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN + x I\
1 34
PROPERLY STABILIZED. - - --- --18 -- i 1
g°' \• _ - _ -- - -- --- --- -- -= --------- I L ------------------.----------
d----------------8----------------�-- Pt
W
NOTE 3 NOTE 3
BAY S 0 10 20.30 40 (A
G2 SCALE: 1" = 30' -
60' ?
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
RYE (GRAIN) 120
SEEDING DATES
MOUNTAINS - AUG. 15 - DEC. 15
COASTAL PLAIN AND PIEDMONT - AUG 15. - DEC 30
SOIL AMENDMENTS
FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10-10-10
FERTILIZER.
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
MAINTENANCE
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY.
TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN MARCH. IF IT IS
NECESSARY TO EXTENT TEMPORARY COVER BEYOND JUNE 15,
OVERSEED WITH 50 LB/ACRE KOBE (PIEDMONT AND COASTAL
PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE FEBRUARY
OR EARLY MARCH.
PHASE I
DEMO APTS - 500, 501, 502, 503, 504, 505 & 507
DISTURBED AREA - 0.6 ACRES
FENCING LENGTH - 440'
PHASE II
DEMO APTS - 509, 510, 511, 512, 514, 516
DISTURBED AREA - 0.4 ACRES
FENCING LENGTH - 370'
PHASE III
DEMO APTS - 506, 508, 513, 515, 517, 518, 519, 520, 521, 522, 523, 524
DISTURBED AREA - 1.0 ACRE
FENCING LENGTH - 730'
NOTES:
1. DEMOLITION SHALL BE DONE IN PHASES WITH PHASE I BEING DONE FIRST, PHASE 11 BEING DONE
SECOND AND PHASE III BEING DONE LAST. THIS ORDER CAN CHANGE UPON APPROVAL OF ENGINEER.
2. ONCE STRUCTURE, CLOTHESLINES AND CONCRETE WALKWAY WITHIN THE SITE ARE REMOVED THE AREA
SHALL BE GRADED, SEEDED, AND WATERED. SEE TEMPORARY SEEDING SPECIFICATION.
3. WHEN SILT FENCE CROSSES SIDEWALKS THAT ARE TO BE REMOVED, SAW CUT AND REMOVE PORTION OF
SIDEWALK THAT INTERFERES WITH THE SILT FENCE.
4. TOTAL DISTURBED AREA FOR PHASE I, II, & III IS 2.0 ACRES.
5. THE CONTRACTOR SHALL APPLY FOR THE PERMIT.
6. EASTERN CAROLINA REGIONAL HOUSING AUTHORITY SHALL BE THE FINANCING RESPONSIBLE PARTY.
7. THIS SITE HAS NO 404 WETLAND REQUIREMENTS. REFER TO LETTER FROM SOILS SCIENTIST PAUL
FORLEY OF LAND MANAGEMENT GROUP.
8. NO WETLAND WILL BE DISTURBED FROM THIS DEMOLITION PROJECT.
®
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL.
KtY 15tU NHW - 3U 5t I t3A1
& 75' SETBACK
8/25/09
REVISED NHW
symbol
date
description
z
MAKE ANY REQUIRED REPAIRS IMMEDIATELY. SHOULD THE FABRIC OF A SEDIMENT
FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT
PROMPTLY. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE
i
,�� •>F®.�
'°�
1
J
STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE.
1
,' •Y �.
t
+
z
TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. REMOVE ALL
3
FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO
I
1
1
r
NOTE 3
GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN + x I\
1 34
PROPERLY STABILIZED. - - --- --18 -- i 1
g°' \• _ - _ -- - -- --- --- -- -= --------- I L ------------------.----------
d----------------8----------------�-- Pt
W
NOTE 3 NOTE 3
BAY S 0 10 20.30 40 (A
G2 SCALE: 1" = 30' -
60' ?
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
RYE (GRAIN) 120
SEEDING DATES
MOUNTAINS - AUG. 15 - DEC. 15
COASTAL PLAIN AND PIEDMONT - AUG 15. - DEC 30
SOIL AMENDMENTS
FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10-10-10
FERTILIZER.
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
MAINTENANCE
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY.
TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN MARCH. IF IT IS
NECESSARY TO EXTENT TEMPORARY COVER BEYOND JUNE 15,
OVERSEED WITH 50 LB/ACRE KOBE (PIEDMONT AND COASTAL
PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE FEBRUARY
OR EARLY MARCH.
PHASE I
DEMO APTS - 500, 501, 502, 503, 504, 505 & 507
DISTURBED AREA - 0.6 ACRES
FENCING LENGTH - 440'
PHASE II
DEMO APTS - 509, 510, 511, 512, 514, 516
DISTURBED AREA - 0.4 ACRES
FENCING LENGTH - 370'
PHASE III
DEMO APTS - 506, 508, 513, 515, 517, 518, 519, 520, 521, 522, 523, 524
DISTURBED AREA - 1.0 ACRE
FENCING LENGTH - 730'
NOTES:
1. DEMOLITION SHALL BE DONE IN PHASES WITH PHASE I BEING DONE FIRST, PHASE 11 BEING DONE
SECOND AND PHASE III BEING DONE LAST. THIS ORDER CAN CHANGE UPON APPROVAL OF ENGINEER.
2. ONCE STRUCTURE, CLOTHESLINES AND CONCRETE WALKWAY WITHIN THE SITE ARE REMOVED THE AREA
SHALL BE GRADED, SEEDED, AND WATERED. SEE TEMPORARY SEEDING SPECIFICATION.
3. WHEN SILT FENCE CROSSES SIDEWALKS THAT ARE TO BE REMOVED, SAW CUT AND REMOVE PORTION OF
SIDEWALK THAT INTERFERES WITH THE SILT FENCE.
4. TOTAL DISTURBED AREA FOR PHASE I, II, & III IS 2.0 ACRES.
5. THE CONTRACTOR SHALL APPLY FOR THE PERMIT.
6. EASTERN CAROLINA REGIONAL HOUSING AUTHORITY SHALL BE THE FINANCING RESPONSIBLE PARTY.
7. THIS SITE HAS NO 404 WETLAND REQUIREMENTS. REFER TO LETTER FROM SOILS SCIENTIST PAUL
FORLEY OF LAND MANAGEMENT GROUP.
8. NO WETLAND WILL BE DISTURBED FROM THIS DEMOLITION PROJECT.
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