20170029 Ver 1_CAMA Application_20170104

PAT MCCRORY
Governor
DONALD R. VAN DER VAART
Secretary
Coastal Management B R A X T O N D Director
ENVIRONMENTAL QUALITY
December 19, 2016 0 1 7 0 0 2 9
D
L-WA
4 2017
TO: Karen Higgins OU g401& Buffer Permitting UnitP
DWR/Water Quality Permitting
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coats(aDncdenrgov
Fax: [phone] (Courier 0416-33)
SUBJECT: CAMA Application Review
Applicant: John and Kathy Black
Project Location: 706 Jacobs Creek Lane, adjacent to Whiskey Creek /AIWW
in Wilmington, New Hanover County
Proposed Project: to replace an existing private docking facility
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Heather Coats at the address above by January 12, 2017. If you have any
questions regarding the proposed project, contact Brooks Surgan at [phone] when appropriate
in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
"Additional comments may be attached"
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 DATED
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
910-796-7215

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: John and Kathy Black
2. LOCATION OF PROJECT SITE: Site is located at 706 Jacobs Creek Lane off of Masonboro Sound Rd,
adjacent to Whiskey Creek/AIWW, in Wilmington, New Hanover County.
Photo Index — 2006: 21-73 85 0,. 9
Location: Lat: 34°09'36.78"N Long: 77°51'36.38"W
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit —12/09/16
Was Applicant Present — No
5. PROCESSING PROCEDURE: Application Incomplete and Returned to Applicant —10/10/2016
Application Resubmitted —11/21/16
Application Incomplete/Notice Sent —11/22/16
Application Complete —12/14/16
Office — Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan— Wilmington/New Hanover County
Land Classification From LUP — Conservation
(B) AEC(s) Involved: PT, EW
(C) Water Dependent: Yes
(D) Intended Use: Community
(E) Wastewater Treatment: Existing- Municipal Sewer
Planned- N/A
(F) Type of Structures: Planned- Replaceexisting docking facility with new docking facility
7
8
(G) Estimated Annual Rate of Erosion: N/A
HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED
OTHER
(A) Vegetated Wetlands
180 sq. ft.
(shaded)
(B) Non -Vegetated Wetlands (Open Water)
978 sq. ft.
(incorporated)
(C) Other - Highground disturbance
IL
117---
(D) Total Area Disturbed: 1,158 sq. ft. (0.026 acres)
(E) Primary Nursery Area: Yes
(F) Water Classification: SA; HQW Open: No
PROJECT SUMMARY: The applicant proposes to replace an existing docking facility with a new docking
facility within Whiskey Creek.

John and Kathy Black
Page 2
9. PROJECT DESCRIPTION
The project site is located at 706 Jacobs Creek Lane, off of Masonboro Sound Rd., adjacent to Whiskey Creek, in the City
of Wilmington, New Hanover County. To locate the property from the Wilmington District Office, turn left on to Cardinal
Drive and travel south for 0.53 miles until you reach Eastwood Rd. Turn Left on to Eastwood Road and travel East for 1.8
miles until you arrive at Military Cutoff Rd. Turn Right on to Military Cutoff Rd and proceed 1.3 miles to Greenville Loop
Rd. Take a left on to Greenville Loop Rd and continue 2.8 miles to Pine Grove Dr. Turn left on to Pine Grove Dr and
travel 1.2 miles to Masonboro Loop Rd and continue on for another 1.4 miles until you reach Masonboro Sound Rd. Turn
left on to Masonboro Sound Rd and proceed for 0.3miles and then turn right on to Cabbage Inlet Ln. Travel 427 ft. and
turn right on to Jacobs Creek Lane. Continue on Jacobs Lane for 0.2 Miles and you will arrive at 706 Jacobs Creek Lane
at the end of the road.
The property is approximately 6.27 acres (273121.2 sq. ft.) and is improved with a single family residence, a driveway, and
a private two (2) slip docking facility. The applicant intends to subdivide the parcel in to 3 lots; Lot 1 at 2.08 acres, Lot 2
at 2.10 acres, and Lot 3 at 2.09 acres (See "Site Plan for Jacobs Ridge Conservation Tract"). The property has an average
elevation of 14 ft. above normal high water (NHW). Upland vegetation primarily consists of hardwood species and lawn
grass. The property borders Whiskey Creek to the South, which is also shared by adjacent riparian property owners and the
residents of Donnelly Lane to the West, and residential property owners on Cabbage Inlet Lane to the East.
The property has approximately 534 linear feet of shoreline which is stabilized by coastal wetland species. The coastal
wetlands consist primarily of Smooth Cordgrass (Spartina alterniflora), which measures approximately 400 ft. in length
and approximately 30 ft. in width from the West property line to the East property line. The applicant also maintains an
existing private two (2) slip docking facility into Whiskey Creek. The existing docking facility consists of an existing 103
ft. in length and 6 ft. in width elevated pier, and terminates in a 10 ft. in length, 10 ft. in width elevated observation deck.
An access ramp then leads waterward from the existing observation deck to an existing 47 ft. in length and 6 ft. in width
floating dock platform, which runs parallel to the shoreline and channel. The existing docking facility is located within 200
ft. of an adjacent existing docking facility to the West, but no other adjacent docking facility exist within 200 ft. to the East.
The applicants existing docking facility accommodates up to two (2) vessels. The existing docking facility was built prior
to 1993 based on aerial photography, no CAMA permit was located.
The Wilmington -New Hanover County 2006 Land Use Plan classifies adjacent waters and high ground portion of the
property as Conservation. The waters of Whiskey Creek are classified SA; HQW by the Division of Water Resources, and
they are CLOSED. to shellfishing. Whiskey Creek is designated as a Primary Nursery Area (PNA) by the N.C. Division
of Marine Fisheries.
PROPOSED PROJECT
The applicant proposes to replace the existing private docking facility within Whiskey Creek with a five (5) slip community
docking facility for the three proposed lots. The new community docking facility will be in the same alignment as the
existing structure and elevated 2 ft. higher than its current elevation. The docking facility will include a 94 ft. in length by
6 ft.in width elevated pier, a 12 ft. in length by 12 ft. in width gazebo with a 1.5 ft. overhang, a 3 ft. in length by 6 ft. in
width elevated pier, and a 36 ft. in length by 5 ft. in width "L" platform with a 21 ft. in length by 4 ft. in width fixed finger
pier on the West end and a 21 ft. in length by 4 ft. in width fixed finger pier on the East end. The applicant proposes to
install three 14 ft. by 14 ft. sling boatlifts, one on the East side of the easternmost finger pier, and two side-by-side between
the two finger piers. All three sling boatlifts (labeled 1 through 3 on Sheet 1 of 2) will have 4" by 6" timber stops at 18"
from the substrate to avoid impacts to the Primary Nursery Area (See Attachment 5). On the West side of the westernmost
forger pier the applicant proposes an access ramp with a 14 ft. in length by 6 ft. in width floating "day dock" aligned parallel
to shore that will provide for two (2) temporary vessel tie-up (labeled 4 & 5 on Sheet 1 of 2). The application states that
the proposed expansion would provide three (3) additional docking spaces at this existing facility for a total of five (5)
vessels within existing water depths ranging from approximately -1.29 ft. to -2.67 at NLW (See Sheets 1 through 3 of 3
and Project Narrative).

John and Kathy Black
Page 3
Please note, that the applicant's proposal for a five (5) slip community docking facility has been found to be "consistent
with the City [of Wilmington] and CAMA's intent to reduce the overall number of piers and the impact thereof on the
waterways". The new lots would require deed restrictions to limit the number of boat slips and prohibit commercial use.
(See enclosed email correspondence)
10. ANTICIPATED EVIPACTS
The proposed expansion of the existing docking facility would incorporate an additional 364 sq. ft. for a total of
approximately 1,158 sq. ft. of Estuarine Waters and Pubic Trust Area. Including the proposed structures, the docking facility
would extend approximately 102 feet into a waterbody, which measures approximately 426 feet across. This distance would
conform to the 1/4 width rule or 106.5 feet, which is consistent with the rules at the time of the issuance of the permit for
the existing docking facility. The proposed expansion of the existing docking would provide three (3) additional docking
spaces for a total of five (5) vessels within existing water depths between-1.29ft. and-2.67ft. at NLW. The proposed
structures would not encroach into the channel or the adjacent 15' Riparian Corridor Setback Area requirement. To avoid
potential impacts to Primary Nursery Area the applicant agrees to installing timber stops on all three proposed sling boatlifts
at 18" above the substrate (See Attachment 5). Minor increases in turbidity should be expected during construction.
Submitted by: Brooks Surgan Date: December 16, 2016 Office: Wilmington

(Revised 12/13/16)
t _ ,
706 Jacobs Creek CAMA Major Permit Application
Project Narrative
Southern Environmental Group, Inc. (SEGi) has been retained by John and Kathy Black (herein referred to as the
"Applicant"), to apply for and secure a Coastal Area Management Act Major Permit to perform work within and
over public trust waters, as well as upland development within their property located at 706 Jacobs Creek Lane,
in Wilmington, New Hanover County, North Carolina.
The property is approximately 6.3 acres, with its southern property boundary abutting Whiskey Creek, which has
been classified as SA;HQW, by the Division of Water Resources, and Primary Nursery Area, by the Division of
Marine Fisheries. Currently the site is mostly undeveloped. However, a single family dwelling, with access
drive, is located on the property, along with a 103' x 4' fixed dock, 10' x 10' observation deck, gangway and 47'
x 6' floater.
The Applicant intends to subdivide the 6.3 acre parcel into three (3) lots that will be approximately 2.0 -acre in
size. Two (2) of the lots will contain no more than 10,000 SF of built upon area (BUA), while the third will
contain 9,423 SF BUA, which is existing. No new BUA is proposed within the 75' Estuarine Shoreline AEC.
^z
The Applicant proposes to replace the existing 103' long by 4' wide fixed pier with a 94' long by 6' wide fixed
pier, increase the 10' by 10' gazebo by 2' on each side and extending the overhang by 18", removal of the
existing 47' x 6' floating platform, construction of a new 5' by 36' fixed platform with two (2) finger piers,
measuring 4' by 21', and three (3) boat lifts, measuring 14' by 14', and installation of a 6' by 14' floating day
dock. The Applicant also intends to increasejhe height of the entire fixed structure by 2'. Dredging is not
proposed as part of this project. There is' :3'+1inear feet of shoreline associated with this property. The total
allowable shaded area is 800 SF. With the proposed plan, 408 square feet of shading will take place. No part of
the proposed structure will extend beyond the I/4 width of the waterbody line. The table below summarizes the
proposed work:
The adjacent riparian property owners are listed by the New Hanover County GIS page as I) Turner, John and
Michelle and 2) Gray, Walter Erikson.
On 21 October 2016, SEGi met Ms. Kathryn Thurston, with the City of Wilmington, on their ordinance Sec. 18-
812., entitled "Definitions", of the City's Code of Ordinances, to ensure the proposed dock and subdivision are
permissible under their rules. On 24 October 2016, SEGi received an email from Ms. Thurston confirming that
the proposed pier structure is permissible under the. City's ordinances, as the structure does. not meet the
definition of a "Community Docking Facility", which is defined as a facility that serves a subdivision with five
(5) or more lots. RECEIVED
VCM WILMINGTON, NC
Page 1 of 1 i,
Proposed
Work to Take Place at 706 Jacobs Creek Lane
Remove:
4' wide x 103' (total length)
long fixed pier
6' wide x 47' long
floating
platform
Replace
10' x 10' gazebo with 12' x 12' gazebo 13.5' x 13.5' drip line
New
6' wide by 94' long
fixed
pier to the gazebo
6' wide by 3' long
fixed pier
between the gazebo and the 5' wide fixed platform
5' wide by 36' long
fixed
platform
4' wide x 21' long
fingers 2
14' wide x 14' long
sling
boat lifts 3
6' wide x 14' long
floating
day dock platform
The adjacent riparian property owners are listed by the New Hanover County GIS page as I) Turner, John and
Michelle and 2) Gray, Walter Erikson.
On 21 October 2016, SEGi met Ms. Kathryn Thurston, with the City of Wilmington, on their ordinance Sec. 18-
812., entitled "Definitions", of the City's Code of Ordinances, to ensure the proposed dock and subdivision are
permissible under their rules. On 24 October 2016, SEGi received an email from Ms. Thurston confirming that
the proposed pier structure is permissible under the. City's ordinances, as the structure does. not meet the
definition of a "Community Docking Facility", which is defined as a facility that serves a subdivision with five
(5) or more lots. RECEIVED
VCM WILMINGTON, NC
Page 1 of 1 i,

Revised 12/13/16
DCM MP -1
APPLICATION for
Major Development Permit
(last revised 92/27/06) North Carolina DIVISION OF COASTAL MANAGEMENT
I. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
NA
706 Jacobs Lane
Applicant 1: First Name
Ml
Last Name
John
Black
Applicant 2: First Name
MI
Last Name
Kathy
Last Name
Black
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
State
706 Jacobs Creek Lane
MI
Wilmington
NC
ZIP
Country
Phone No.
FAX No.
28409
City
910 231 - 9367 ext.
NA - -
Street Address (if different from above)
City
State
ZIP
Same as aboce
ZIP
Phone No. 1
Email
bellsouth.net
[e-mail]
2. AgentlContractor Information
Business Name
Southern Environmental Group, Inc. (SEGi)
Agent/ Contractor 1: First Name
MI
Last Name
Dana
A.
Lutheran
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
5315 South College Road, Suite E
Wilmington
NC
ZIP
Phone No. 1
Phone No. 2
28412
910 -
228 - 1841
ext.
910 - 452 - 1841 ext.
FAX No.
Contractor #
NA
NA
Street Address (if different from above)
City
State
ZIP
Same as above
Email
[e-mail]
segi.us
RECEIVED
T)CM WILMINGTON, NC
DEC 14 201E

Revised 12/13/16
3. Project Location
County (can be multiple)
Street Address
State Rd. b
New Hanover
706 Jacobs Creek Lane
Subdivision Name
City
State
Zip
NA
Wilmington
NA
27409
Phone No.
Lot No.(s) (if many. attach additional page with list)
Same as above - - ext.
NA , , ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Lower Cape Fear / White Oak
Whiskey Creek
c. is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
atu Manmade Unknown
A1CWW
e. Is proposed work within city limits or planning jurisdiction?
f If applicable, list the planning jurisdiction or city limit the proposed work
Yes No
falls within.
City of Wilmington
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.R.)
534 +/- LF
6.27 AC / 272,971 SF
c. Size of individual lots)
d. Approximate elevation of tract above NHW (normal high water) or NWL
lot 1 = 2.08 AC, lot 2 = 2.10 AC, lot 3 = 2.09 AC
(normal water level)
(If many lot sizes. please attach additional page with a list)
14' <: r NWL
e. Vegetation on tract
Coastal wetland and USACE Section 404 wetlands exist along the waterward fringe of the tract. The remainder of the tract contains large pines
and oaks.
f. Man-made features and uses now on tract
Currently a single family dwelling, shed and fixed dock, with gazebo and 2 slip, floating platform exists.
g. Identify and describe the existing land uses adjacent to the proposed project site.
Residential is the land use of the adjacent properties.
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
R-15
(Attach zoning compliance certificate, if applicable)
Yes No NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? Ye No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. Ye No A
If yes, by whom?
1. Is the proposed project located in a National Registered Historic District or does it involve a National Register Y No A
listed or eligible property?
m. (i) Are there wetlands on the site? Yes No
(ii) Are there coastal wetlands on the site? Ye No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? Yes No
(Attach documentation, if available)
SEGi Wetland Biologist, David Scibetta, delineated both the USACE 404 wetlands and DCM
coastal wetlands. Robb Mairs verified the coastal wetland line on 4/9/16. The USACE issued a
RECEIVED
Jurisdictional Determination 10/13/14.
ON NC
n. Describe existing wastewater treatment facilities.
Sewer service is provided through CFPUA U ,)11 ts`q'
L; L.�. l7
o. Describe existing drinking water supply source.
Water is supplied through CFPUA

Revised 12/13/16
p. Describe existing storm water management or treatment systems.
Currently, all BUA drains to Whiskey Creek.
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? Commercial Public/Government
Private/Communi
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The purpose of the proposed work is to provide slips for : boats. The slips will be used by the property owners and their guests only.
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.
Typical marine construction practices and materials will be utilized to build the proposed structures. Material will be stored in uplands within
the property boundaries.
d. List all development activities you propose.
The Applicant proposes remove the 4' wide existing fixed pier and replace it with a 6' x 94' fixed pier. Next the Applicant intends to increase
the overall area of the existing gazebo platform, which measures 10' x 10% by 2' all around, and extending the drip line out 18", rendering the
drip line to be 13.5'x 13.5'(182.25 SF). From there, the remainder of the 4' wide pier and 6'x 48' floating platform will be replaced with a
6'x 3' pier, which will have affixed to it and to the east, a 5'x 30' fixed platform with two (2) finger piers, measuring 4'x 21' each that will
service three (3) "sling" boat lifts measuring 14'x 14'. Hard stops will be installed at 18' above the substrate on the lifts, to ensure the lifts to
no rest on the bottom. The Applicant intends to increase the height of the entire fixed structure by 2'. Lastly, a 6'x 14' floating day dock.
extending west off the first finger pier, is proposed. Please see Attachments A and C for details of the proposed work.
e. Are the proposed activities maintenance of an existing project, new work, or both?
New work
f. What is the approximate total disturbed land area resulting from the proposed project? 0 Sq.Ft or Acres
g. Will the proposed project encroach on any public easement, public accessway or other area that the Yes No A
public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
NA
i. Will wastewater or storrnwater be discharged into a wetland? Ye No A
If yes, will this discharged water be of the same salinity as the receiving water? Yes N NA
j. Is there any mitigation proposed? Ye No A
If yes, attach a mitigation proposal.
6. Additionallnformation
In addition to this completed application form, (MP -1) the following items below, #applicable, must be submitted in order for the application package to be
complete. Items (a) — (n are always applicable to any major development application. Please consult the application instruction booklet on how to properly
prepare. the required items below
a. A project narrative. /See Attachment 1
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the proposed project. Is
any portion al eady complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish between work completed and
proposed. See Attachment 2
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site. ,/See Attachment 3
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.,/See Attachment 4
e. The appropriate application fee. Check or money order made payable to DEQ. / See Attachment 5
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. V See Attachment 6
Name GRADY NAN BELLAMY (724 JACOBS CREEK LN) Phone No. Unknown RECEIVED
Address 5638 HARVEST GROVE LN, WILMINGTON, NC 28409 pCM WILMING-FON, NC
Name GRAY WALTER ERIKSEN KATHERINE BAILEY Phone No. Unknown tr-
Address 8115 MASONBORO SOUND RD, WILMINGTON, NC 28409 tJ C�
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
NA

Revised 12/13/16
h. Signed consultant or agent authorization form, if applicable. _/ See Attachment 7•
i. Wetland delineation, if necessary. /See Attachment 8
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by propero, owner) NA
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. NA
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 1 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 29 September 2016 (Rev. 12/13/16) Print Name Dana A. Lutheran for John and Kathy Black
Signature �✓!�
Please indicate application attachments pertaining to your proposed project.
DCM MP -2 Excavation and Fill Information
DCM MP -3 Upland Development
DCM MP -4 Structures Information
DCM MP -5 Bridges and Culverts
RECEIVED
DCM WILMINGTON, NC
I.)Dv 4 20±0

Form DCM MP -3 `
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
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
proposed.
3
c. Density (give the number of residential units and the units per
acre).
Number of Units = 3
Units per Acre = .48
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
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 the Division of Land Resources?
Yes No NA
(ii) If yes, list the date submitted:
9•
M.
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.
BUA is not proposed within the 75 AEC
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.
11%
Describe proposed method of sewage disposal.
CFPUA
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).
Stormwater will sheetflow off the BUA across vegetated areas prior
to discharging off the site.
Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
CFPUA
o. When was the lot(s) platted and recorded?
30 November 2001
29 September 2016
Date
706 Jacobs Creek
Project Name
John and Kathy Black
Applicant Name
DanaA. Lutheran
Applicant Signature
b. Number of lots or parcels.
3
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
In total, upland development will consist of 29.423 SF of built upon
area. Lot 1 = 10.000 SR Lot 2 = 10.000 SF and Lot 3 = 9.423 SF.
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Asphalt and concrete will be used for driveways. Typical
construction materials will be used for the dwellings.
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 review?
Yes No NA
(ii) If yes, list the date submitted:
k. Have the facilities described in Item (i) received state or local
approval?
Qi)No NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
Ye No NA
If yes, attach appropriate documentation.
n. (i) Will water be impounded? Ye No NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
Yes(E)NA
252-808-28082 :: 1-888-4RCOAST :: www.nccoastaimanactement.net revised: 12/26/06

a
Revised 12/13/16 Page 1 of 3
Form ®CM MP -4
(Construction within Public Trust Areas)
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.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
Commercial Public/Governme Private/Communi
This section not applicable
b. (i) Will the facility be open to the general public?
Yes No
c. (i) Dock(s) and/or pier(s)
d. (!)Are Finger Piers included -< Yes No
(ii) Number 1 (2 segments)
If yes:
(iii) Length '_ -
(ii) Number 2
(iv) Width both at 6'
(iii) Length 21'
(v) Floating Yes No
(iv) Width 4'
(v) Floating Yes No
e. (i) Are Platforms included Yes No
f. (i) Are Boatlifts included? Yes .No
If yes:
If yes:
(ii) Number 1
(ii) Number 3
(iii) Length 1 (a 12' (Fixed Gazebo) 1 (5) 36' (Fixed) 1 (cl) 14'
(iii) Length 14'
(Floating)
(iv) Width 14'
(iv) Width 1 0— 12' (Gazebo), 6' (Fixed) andn 6' (Floating)
(v) Floating Yes No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
h. Check all the types of services to be provided.
5 .
Full service, including travel lift and/or rail, repair or maintenance
(ii) Number of slips existing
service
2
Dockage, fuel, and marine supplies
a e "wet slips only, number of s' 3 .
Dry storage; number of boats:
Boat ramp(s); number of boat ramps:
Other, please describe:
L Check the proposed type of siting:
j. Describe the typical boats to be served (e.g., open runabout,
Land cut and access channel
charter boats, sail boats, mixed types).
Open water; dredging for basin and/or channel
Open runabouts
en water; no dredgin re wired
Other; please describe:
k. Typical boat length: 16'-26'
I. (i) Will the fa " be open to the general public?
Yes No
m. (i) Will the facility have tie pilings?
Yes No
(ii) If yes number of be pilings?
12. DOCKING FACILITY/MARINA OPERATIONS This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project
Office Toilets
Toilets for patrons: Number: Location:
Showers
Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
RECEIVED
IDCM WILMINGTON, NC
? 1EI A 4� Zvi
252-808-2808 :: 1-888-4RCOAST :: www.neecast&[rnanagemenit.ne:t revised: 12/27/06

Revised 12/13/16 Page 2 of 3
c. Describe the disposal of solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
(ii) Give the location and number of "Pumpout Available" signs proposed.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
h. Give the number of channel markers and "No Wake" signs proposed.
i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
j. What will be the marina policy on overnight and live -aboard dockage?
k. Describe design measures that promote boat basin flushing?
1. If this project is an expansion of an existing marina, what types of services are currently provided?
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
Yes No
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
Yes No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
CW X SAV SB X WL X None_
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? Yes No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) This section not applicable
a. (i) Is the boathouse structure(s)
Commercial Public/Govemment Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP -2, Excavation and Fill.) This section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) This section not applicable
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS This section not applicable
a. Is the structure(s): b. Number
Commercial Public/Government Private/Community
c. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
100 LF from western adiacent urooerty corridor
138 LF from eastern adiacent property corridor
d. Description of buoy (color, inscription, size, anchor, etc.)
b. Proximity of structure(s) to adjacent docking facilities.
136 LF from western adjacent dockina faci4ECEIVED
AJL,IVI iLMINGTON, NC
P,;7 C 1

Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
Varies. See Site Plan.
(i) Will navigational aids be required as a result of the project?
Yes CDNA
(ii) If yes, explain what type and how they will be implemented.
Revised 12/13/16 Page 3 of 3
d. Water depth at waterward end of structure at NM or NWL
Vanes. See Site Plan
8. OTHER
a. Give complete description:
The Applicant proposes remove the 4' wide existing fixed pier and replace it with a 6' x 94' fixed pier. Next the
Applicant intends to increase the overall area of the existing gazebo platform, which measures 10' x 10', by 2' all
around and extending the drip line out 18" rendering the drip line to be 13.5' x 13.5' (182.25 SF). From there, the
remainder of the 4' wide pier and 6'x 48' floating platform will be replaced with a 6'x Spier, which will have affixed
to it and to the east a 5'x 36' fixed platform with two (2) finger piers, measuring 4'x 21' each that will service three
(3) "sling" boat lifts measuring 14'x 14' Hard stops will be installed at 18' above the substrate on the lifts, to ensure
the lifts do no rest on the bottom The Applicant intends to increase the height of the entire fixed structure by 2'.
Lastly, a 6'x 14' floating day dock, extending west off the first finger pier, is proposed.
29 September 2016 (revised 10 and 28 November and 9 and 13 December 2016)
Date
706 Jacobs Creek
Project Name
John and Kathy Black
Applicant Name
Dana A. Lutheran %^,��
Applicant Signature
RECEIVED
,DCM WILMING I ON, NC

Wilmington Kings Grant
;zj F47 International
Navassa Airport C,
D,4
C"
UN,
A A L

Attachment 5 to Response. to DCM RFAI (11/17/16) ,
Proposed Sling Boat Lift with Timber Stop
Bottom of the
Slings not extend
below 18" above
the substrate
g„
4" x 6" Timber
RECEIVED
DCM WILMINGTON, NC

.LOCATION MAP
NOT T0'
STORMWATER MANAGEMENT PLAN
APPROVED
CITY OF WILMINGTON
ENGINEERING DEPARTMENT
DATE PERMIT#
SIGNED
/TRAEF7C ENGINEERING NOTES.•
1. A LA)dmCAM PIA, FAA/-(Wtl W ,YAtil' OF REM.WED SWU Nees SN41 BE 4AIRF0 M OE Orr E AI/Vx.701N WAFM
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SIM AM& ro SD 15-17.
2IRMO CXMa oEkW (M7MM SM AM PAWAW PAW O) NEAS ARMN TVPUSUC MARM AE M 1007 WIW 5TAWAMS
a OPFlS' Wram
A A OfUTr an PSW IS REO/KD FOR EALN"O/T OF A CITY SKEET. WYTACT 910 -NI -Sam ro, IME OETAU
fl aWRUCRN TO CW7WAIT NIM CITY OF 1111ANKTIN RIR ACCEPTAEE /AIRS OF ON'SMM" AID R.VIF CCWMA DOW
NANU7IOY LF UNTIES N OD WGS
A
a WARE O] M"',NIC APPROVED SW A BAff COJ6E5 A) E 115MLED N RACE OF W& O/L
0. OFDI OUT M E Mr CUL
A ALL PAMUM MNBODS W MW MIS OF MY AM FOR OWIEMn AE ro BE W&UPLASIA' AO AER Ory AD/w NOWT
AAEWBS
A R 9WL E RE ESPO68 JTY OF M 9AAVMER TO DELT OFFICIAL SOW NATE 906 AT NL WE tW= ASS WO WX TIE
S AMW9ON N AIX.1MAW£ WNW EC MAL SIAMADS AW 4[UiCATKWS WAVAL M SIIIIIAM wY ACOLWE W OUT OPP"
SKEET MW Sa6 M MAY OMM2 TO 03 MACr 9r7N TIE OTY M WALL TIE SKEET SIGNS AND INE 160103 9WL PAY THE OAT
OF SLOP N4TNL/1KN ONTACT MAFRC EMFEDWF AT 341-7018 ro OSOISS 96MOARW OF MMIC NO AM STREET NNE 9CM
PROPOSED SMUT NATES YUSI N AFPROIW PMVF M NAALIAMW OF SMEET HAZE 9
aCUL MMIC OMWESRK AT Jn-7910 RRN-W1T IDIMS POW IIIANY E CAVAM.N N TIE OW MY.
7.CtW7ACT M -74M M EMM 5x001 LVITFD OPWM
aTACWE 6 MWIP wn AE M 8E WrA M AL *faBNF&
E ANY B7IEEII OR MSSM SOEII'ALK PAEIS aT&WY PANELS AM7 a&W KL E FBUM.
m ALL MMIC WNMa SIM AM M"O OF INEWff W MY ARE M E NAMTAA'FD BY INE PR%UM OWER W ACCOWICE WM
W= STNMNS
it.
ALL PAMM.' STILL MAW 93 AM LAE ARROWS WW RE PAVMC NEA 9UIL E WE
12 NAAL ADUCIORS PER CITY AM NWOT SINDAMS TRAFFIC 900M K67 APPROIE OF PAW30T YAWC5 LArDVT PROR M
ACTUAL SVIPM
I3CONTACT MMR' D(#AVW AT JIT -7081 70 DOM BMT ALL MMIC =4 FAMM AID FnIEN7 ARE WW ON PO.W.
110 AL RWPOSED If1:ETABOY VRBN 9178 iWw 9LNL MT xmIrEw IMM am MAIN 9OR USES fpw JO' - io'.
ENVIRONMENTAL NOTES:
L M LAM OS7IF54NE 6 PEW O O(ITSDE TIE OMMIED LAM E O6RPDANOE RR 910 APWWWO OTHER
MIT MAT 6 /EQSXrY M E NTD MIM WYTOults OR JE07 LAWSWED amween
WAIVERS REQUESTED
1. O0IEWAY ANOLE E X OEQ7W AT#MXC M OF K R &UM AW ETrSINO 50 R 01f
2 OWWMY CMB k9M OF 26 RFA W NMMW4 PROPENTR TAE AT EOn7NG W R RMA
WATER & SEWER USAGE NOTES:
DAPMNr NITER 0516E 0CID PROPOSED MU WAG: 1.&O CPD
"Aw SEWNlow 0 CID PR(F09D aW MAT Lam CAO
IS
FIRE & 71FFSAMTY NOTES:
I . L.W SWIFiG Or PAMIW CAMOT 3= OR AFIX FM MOUNTS OR FOGS A 3R aEM VA(r 91M RE IMATAFFD ANaAO
INE ORa.YDBAF OF INE HMW..
2aNMACM WALL YANTAN M ALL AFAW ADOW FAR 0eWCT M9RaE3 AT AL M10 DOW COYSMOCMN
I
MEDOMM ARE OE NIA LF POWIED AW WE= Br IW CITY OF WAE/CRY/ FEE 09ARAM FFYW W ARK NOW
OF MY M RE "011 ONFACr RE KAWOM FIRE LEPARMA7 VV" OF RYE AD LYE SAFETY AT WO -313 -OM FDR
AMMIIAL AWONAOU'.
A FLE A W"m b"""'M RE H WSrAW IMM "a"'IEM RIE 6 TAO HOOK
1 A 24 HON AOWRN M/FIoUM 6 WOM PMW TO ANY E W AM IB*) LN N9'EC40W ENO POFMAW
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7. FOC aWELTIOIS OM E MA
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a MXY NAAUED FIE IIWM M N6r E O IAROM PHOT ro
LnBu91FNE WvrRrDn4v wRTNAIs BEND aNVMNT ONE
UTILITY NOTES:
L FROUT SIA U a7FLY Vi7T TIE OTY OF WIMCRW AM ORM CROSS LTRIEC MMOL R "SivH& NATER K`IDf S)
0VNOT E SR AID AMA70 ON NEW JW6 WX ALL AEOO JMM AE JET, CALL -10-3910 RF KMATNN.
2 F RE XNM4CRW DESKS FAU FDR WMSRMTO9 W 19C WALL APPLY N ADVAR2 FOR W XRME AND AVST PROSEE
A REDLRD PaWM 200 (W-') acIInx BEM7RxW EIAZ av nE ESDOERS SIE LF M MIA AM W2
a ALI IXMEROA MER £/'AOS AM ANY M1W.4Wr SMW SIEPIAD BY OPEU WIN %YL IAW A MOOEOY PREOVM
ETRE AOCIPTARE TO RE ORIA AM AFFMCO BY I/S XM W AM CAL ne-&W RN NFO:WIM
A MEIN POC MU 1646 AO/W P LE IUAF 9OIMC6 AE MOPM BE PIPES AE TO E NAM EI NM No 10 WSRAM
OLEIN YAA4E NSrALfD RIE ENTRE fACM AM sIR,WPED ro AE PEES IFiN
Tripe RE NSLuw 9106 m E
SMRPM TO aVE ME AW SECEM M ALL VALVU APD RRW M IDE WE 6 TO E ACCE59DE AT ALL FRE M9MNTS AW
WAIER Am WO MAO N PI7W LOMRON OF FACU
S RUWN WMX OMR All W47ER MARS AM LOW PR=W EAER &K
B. ANY SFPAPAIE XWOON FOR owAMN 9WL aLRY WIN OIY AAO CRNA Q? WMECV N AE&REIfNIS WIN
APPROYD 60MLOF PRESDYRW E
7. AT LOCAM NN&F MTER MA MSU WER SANTARI' SEINER DOM NRI PIPE 96OLL E IND ALOO MR FROIWM
24'waw OF *ArwR 4YARARW.
a
MU
STAINES CAM Mr E ACTIVATED OW WF MIEN WINS WNW EMIAMtR QOI M xW W ARLCM'TS aR 710N
` ME REN PROM M MEEK AM 'FINAL NYFJIA' SM
yAMf9
FJ09TNC ROAD/ORIVEWAY 2' ABC
SF 9.510
6'
2' W 15A
6' ABC
ENCLAVE DRIVE
PROPOSED 34 ACCESS/UTILITY EASEMENT
STREET CROSS SECTION
NOT TO SCALE
LEGEND
---- E ZMg BCINDARY
--- CENTERLINE OF MT OF WAY
OW7 M LINE & ELEVATION
c8-- SS-DWWERH&ARYY
M
-W - COSTING WATERLINE
0 DUSTWG FRE HYDRANT
1 DIS7MG STOW DRAW
PROP STW ORA9N
PROP RRE HYDRANT
PROP GALE VALVE
• PROP WATER WIER
- W - PROP WATER MAIN
75 FT %-MACK
NNN• A� ARM LAWIS OF DISTURBANCE
W W
VIETLANDS
IX ACCESS ROAD N REMAIN
IX ACCESS ROAD IO SE REMOVID
PROP. ACCESS ACID AMY=
For each open utility cut of
City streets, a$325 perm it
shall be required from the 3q`i5,:
a.. : .
City Prior to occupancy
and/or project ameptar I&
ter, •c \
Z,
EDSTMG TIRE HYDRAKT LOCATED APPRODMAIEL.Y
160 FT NORM FRpI 040-'CCRLW OF 09 RAY AON �.
AND JACOBS C/EFI(
EDS7WC LJPUA R' WATER MAN
CSD
ENGINEERING
\ v
""IS 0' DISTURBANCE = J6,395 SF I \\ ( .\ \ �I\\ \ j`•
Ira \ \ 1 \ i/ /CONNECT 70 ENSIMG UWA WATER M �J�y
/ \ yd);
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A /
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/ 140 rR FrDao LWE I i / , , >rd I / / / , t / r •� ' c..
A 1 \ l f.r}nt8{. �•b �yr. ! Y 3499 SI: I / Rp / ! '' / ( { 1j1.�',/ I t •�;...Y..•`
` EAW rni ASSEIIH.Y ° r$S F#I FROY LOT J / / �rNN y,,•py P i / / , rA .1/, y« A i`t°, s. r /,y
COASTAL IErCETARp! � ' r<% 1,� r E�OEFICY VEHICLE TURNAROUND
I 1 / � m\ > >1 J� I ? \r \ 49'.s,•<. !� / , . ,� �j„/1,y, f / ; , // !! / :A� ,..
r 1. / \ \ / / /• /: `##`'/, /�`.' / y/ i / /
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� ,� i � a Aw .� '/r! I . �� i i ' ••"•r<`<i< •/ / i // / . J�" 'r>,: k /� ti {
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ACgES's;?'T / / / j/ / i
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/ \ � ENGYA'EER/NC
LAND PLANN/NC
J CO&WIS fJAL /RE92CATUL
! P.O. BOX 4041
• TV WLW SS COWNUTS HRNANCRXA NC 26406
/ [phone]
-CONNECT 70 EMS17NG SS CLEAN OUT
WM CNE WDIVIDLIAL SEW LNE A
WW �•- �ii
rACtLXS)VA(TY EASEMENT Z V
46 x 46 SIGHT MANGO
20 x 70 SICK TRIANGLE
'ETO57ING COLUMNS
47.6 FT WTVIE ! COLUMNS
5E OATA
MTA SIE MFA - =177 3 (617 AQ)
AA>ERLWT/S NEA MGAaOWR
orm A err -
&RDND - 4651 7 (401 Aa)
AvwT DAl/f . 14M w (a,A Aa)
MM MLY,PA W - 657 9 (402 ACJ
SEED . 792 W (402 AC)
TOTAL- 17,7507(aNA4)
MOO 66x Mum= (7x IND)
17,750 7 / 2121/0 SIF
PROPOSED AFWMO/S -
M ACCESS RW W LOT 1 - 2877 9' (407 AC)
PROP A9NW.T ROAD ON WT 1 - f.M 7ff.Of Aa)
EX SEED ON LOT;. 792 F(RR Aa)
PROP
M'ER1M16 torr (aH AC)
TOTAL - TAM 5F (UJ ACJ
IX ACQW ROAD ON EDT 2 - 268ff Aa
PRN. ASPHALT RM ON LOT 2 - 4414 SF aa9 ACJ
FRCP. CRAWL O4 LOT 2 - 179.7 (aOV4 AC)
PROP WAMOVS ON LOT 2 - 46787 (119 AC.)
MIA.- Mow 9(a2J AC)
IX AOdW ROAD Of LOT 3- MW(Oar Aa)
PRW.. A9'.MLT ROW ON LOT 3 - TRW (1404 ACJ
IX OMMY ON LOT J- 4W SF (0.09 Aa)
IX M;NSE W LOT J - 269 SF (am Aa)
R fKOC MLx,PAW ON LOT J . 6579' (402 Aa)
ABP. 6RAY1 ON LOT J - EHI SF (a03 Aa)
TOTAL - 9,423 9' (422 Aa)
PIM -MED Nix YLOOIIS
24Av $/ 272AR F
ANDIM MTA
PRS zur BLWDNa LOT Www
PROPOSED SWIMNEA IIIW 9
LOT CONRAL 19,2179' / 27Z971 9
70TAL LOIS - 3 (2 NEW 91x0-FAAEY Kin 10251x0) 5 804 FA
MAC RX AEW - J5 R
OTA K ADS C 517E - 44827 9 (494 Aa)
AREA N WM R MSFUR ME - 3tR5 9`
OPLN .4'AE DIRAVOIN
N/A
Y 84064
Marr .DTT
REAR 25 R
SIE' 10 R
1. WIT 114VER GODIMPARCEL MWERS:
PD - 1?079fA-W'LDII-Q0
2 TOTAL MIC7 NEA- 27297x71 9 (627 Aa)
a 01sw 2ONAD awilm R -Is
A IMM M4zaAMN: ikunzi
a IHS SETS to;Aw N 2DE x AAE DO M) AoVxnw M INE
FEDMN aCWNY A/N.4UW AOACYS ROD W9ALWO RAE
WALL MWATY-PNfl MME! JTAR420 4 MRD 4/I/D6.
6 BAY ROW an - D
7. WW SUER IM 706 AMS OM CAE
REIAAIWNP AMESS EAEIENr M 'actAE Aw
a JOffw A PINIM6 a6YIE - 17,750 7
W BWW, WE AW UMUPI C 9RWY Pt1FORIS AM PMKED
M MWAL SIE OUK X gr PARGIT a at61OW LND 9Nk14.
Pa QWA M/LN • 86
M SMIRFWIRR MW B MMMT OW StHOW I&W-28
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706 ARMS' /MEC
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14. 26DYSOIf SIRFEr =OW ro A0.171FANf WE OF LOIS
PARKING NOTES:
7. NV PANK allWM
DEVELOPMENT NOTES:
L ALL MW AM PAMPST MMObs N 10 LPN/ M PWX MAfr.0
AAE TO IEE/ WO S VAROK
2 TIE OWMACTM 6 RWWWf FW 7E LOCA MV AM PIVIECIM
W WW UIU3!N WWEC a71SMLCM CALL V = AT
I -800-632-4M
1 ONINACaR 6 Rt3OOHE F(R RE ROAR AD AVL4 MOYI OF
ANY MRA ORB W GUTIDC WW PNFLS PAr3W
ETOL-MATYAY E DAMMED O.KIO O% RWTEEN. DAMMtD RD6
sNALL E EPIKD M Ar LEAST IK aaUTY Oi WRIwN9i ra,
W TLE ORCNAC MAL
! YID WIVE AWAI VL E a1B PLOW
S AL Ewm%EYT sWN1 E N AO.1]2)A11i WM RE ON OF
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6. APmw4 E SIE PLAN NES Mr OT/SITDIE ANROUL E Pww
SIQVE IDP RAS SIE A 9PAME 90hi POW MW E OBTARM
7 A^flM.1BE SnW fWW39111 MW MMML IEY£IAM
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9. HVAC EMWIT MALL E PLA® N THE N721M YARDS AND
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I0. M AWMnON oMENaY.SPEOFM F S4 EASED W K1a1110Y
CUWR3 IOTOE JEW E OVIRRED W! A RAN OWE
IT. &fVS E M I= hW EWW A SagBM" SMU =09M
AAMINK.
Prw
EMERGENCY
VEHICLE
TURNAROUND oT TO SCALE
_Approved Construction Plan l I I I I I I I I 1
NArne_ Date- DATE 7-2J-75
''lanniV Na9Z SALE 1' - 40'
WITL SCALE N/A
T.Kro ORARN BY., JSW
Fire CHECKED BY, HSR
PRaECT Na: 15-OJ09
40 20 0 40 BO 120
5510¢ 1N 0077. r•- 40• r'"R "' ✓
CL
) mm r -
'
;.,/.YTP ;
&C
CL O
W
6' WATER MAW
vl
20 r 70 SCNT 7WAWGtf
PRO°. FIRE HYLRANT ASSEAA&Y
46 x 46 SIGHT MANGO
20 x 70 SICK TRIANGLE
'ETO57ING COLUMNS
47.6 FT WTVIE ! COLUMNS
5E OATA
MTA SIE MFA - =177 3 (617 AQ)
AA>ERLWT/S NEA MGAaOWR
orm A err -
&RDND - 4651 7 (401 Aa)
AvwT DAl/f . 14M w (a,A Aa)
MM MLY,PA W - 657 9 (402 ACJ
SEED . 792 W (402 AC)
TOTAL- 17,7507(aNA4)
MOO 66x Mum= (7x IND)
17,750 7 / 2121/0 SIF
PROPOSED AFWMO/S -
M ACCESS RW W LOT 1 - 2877 9' (407 AC)
PROP A9NW.T ROAD ON WT 1 - f.M 7ff.Of Aa)
EX SEED ON LOT;. 792 F(RR Aa)
PROP
M'ER1M16 torr (aH AC)
TOTAL - TAM 5F (UJ ACJ
IX ACQW ROAD ON EDT 2 - 268ff Aa
PRN. ASPHALT RM ON LOT 2 - 4414 SF aa9 ACJ
FRCP. CRAWL O4 LOT 2 - 179.7 (aOV4 AC)
PROP WAMOVS ON LOT 2 - 46787 (119 AC.)
MIA.- Mow 9(a2J AC)
IX AOdW ROAD Of LOT 3- MW(Oar Aa)
PRW.. A9'.MLT ROW ON LOT 3 - TRW (1404 ACJ
IX OMMY ON LOT J- 4W SF (0.09 Aa)
IX M;NSE W LOT J - 269 SF (am Aa)
R fKOC MLx,PAW ON LOT J . 6579' (402 Aa)
ABP. 6RAY1 ON LOT J - EHI SF (a03 Aa)
TOTAL - 9,423 9' (422 Aa)
PIM -MED Nix YLOOIIS
24Av $/ 272AR F
ANDIM MTA
PRS zur BLWDNa LOT Www
PROPOSED SWIMNEA IIIW 9
LOT CONRAL 19,2179' / 27Z971 9
70TAL LOIS - 3 (2 NEW 91x0-FAAEY Kin 10251x0) 5 804 FA
MAC RX AEW - J5 R
OTA K ADS C 517E - 44827 9 (494 Aa)
AREA N WM R MSFUR ME - 3tR5 9`
OPLN .4'AE DIRAVOIN
N/A
Y 84064
Marr .DTT
REAR 25 R
SIE' 10 R
1. WIT 114VER GODIMPARCEL MWERS:
PD - 1?079fA-W'LDII-Q0
2 TOTAL MIC7 NEA- 27297x71 9 (627 Aa)
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7. WW SUER IM 706 AMS OM CAE
REIAAIWNP AMESS EAEIENr M 'actAE Aw
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PARKING NOTES:
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DEVELOPMENT NOTES:
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EMERGENCY
VEHICLE
TURNAROUND oT TO SCALE
_Approved Construction Plan l I I I I I I I I 1
NArne_ Date- DATE 7-2J-75
''lanniV Na9Z SALE 1' - 40'
WITL SCALE N/A
T.Kro ORARN BY., JSW
Fire CHECKED BY, HSR
PRaECT Na: 15-OJ09
40 20 0 40 BO 120
5510¢ 1N 0077. r•- 40• r'"R "' ✓

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