20230922 Ver 1_Riparian Buffer Authorization Request_20230627

Original Submittal 6/27/2023
A. Owner/Applicant Information
General Information Q
..........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
Primary Contact Email: * [e-mail]
Please list the contact person's email for questions or payment on this project if needed.
Who is submitting the application?* ❑ Owner
❑ Applicant other than Owner
p Agent
1. Property Owner Information:
1a. Name on Recorded Deed:*
Frank Barron
1b. Responsible Party:
N/A
(for Corporations)
1c. Mailing Address:*
Street Address
177 Trawler Ln
Address Line 2
City
State / Province / Region
Merritt
NC
Postal / Zip Code
Country
28556-9445
U S
1d. Telephone:* 910-528-7342
le. Email Address:* [e-mail]
3. Agent Information:
3a. Name:
3b. Company Affiliation:
3c. Mailing Address: Street Address
Address Line 2
City State / Province / Region
Postal / Zip Code Country
3d. Telephone: 3e. Email Address:
3f. Attach a signed and dated copy of the agent Click the upload button or drag and drop files here to attach document
authorization form. PDF only
................................................................... .........
B. Project Information and Prior Project History
1. Project Information
...........................................................

1a. Name of Project:* Barron Pool Project / Simpson Creek
(Subdivision, facility, or establishment name)
1b. Is this a publicly -funded transportation project?*
Yes
No
1d. Subdivision Name: BRANDY BAY ESTATES
le. Nearest Municipality:
1f. Property Size: 0.40
acres
1 g. County (or Counties) where the project is located:*
Pamlico
1h. Property ID# Date of Purchase
7501675343000 10/21/2020
Tax PIN or Parcel id
1i. Deed Information
Type of Book Book#IF Page#
Deed 670 11 106
Map 367 288
1 j. Attach a copy of the recorded map that indicates when the lot was last platted.
Click the upload button or drag and drop files here to attach document
Barron_Plat.pdf 143.52KB
PDF only
1k. How would you like to provide the Latitude and Longitude information?
Address Lookup
Manually
Address Lookup
Street Address
177 Trawler Lane
Address Line 2
City
Merritt
Postal / Zip Code
28556-9445
Latitude* 35.1484265 Longitude*
11. Is the project located in any of North Carolina's twenty coastal counties?*
State / Province / Region
NC
Country
us
-76.6361946
Yes
No
1m. Is the project located within a NC Division of Coastal Management Area of Environmental Concern (AEC)?
Yes
Q No
2. Surface Waters

2a. Name of the nearest body of water to proposed project: * Simpson Creek
2b. Water Quality Classification of nearest receiving water: SA;HQW,NSW
2c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
104
(linear feet only)
3. Project Description:
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:
Existing 1-2 family residential dwelling with detached garage. There is a bulkhead present on the property along with a boat dock.
3b. Attach an 8 % x 11 excerpt from the most recent version of the USGS topographic map indicating the location of the site.
Click the upload button or drag and drop files here to attach document
Barron_USGS.pdf 2.38MB
PDF only
3c. Attach an 8 % x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map depicting the project site.
Click the upload button or drag and drop files here to attach document
Barron_Soil_Map.pdf 2.35MB
PDF only
4. Proposed Activity
Provide a detailed description of the proposed activity including its purpose and include the type of equipment to be used:
This project is for the installation of an in -ground swimming pool, pool deck, walking path and fire pit on the rear of the property.
Equipment used would be a small to medium excavator, skid steer and hand tools.
Attach a site plan as applicable to the project:
Click the upload button or drag and drop files here to attach document
Barron_Survey_5_11_23.pdf 7.19MB
PDF only
5. Jurisdictional Determinations
5a. Have jurisdictional wetlands or stream determinations by the Corps or State been requested or obtained for this property/project
(including all prior phases) in the past?*
Yes
No
6. Project History
6a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past?
Yes
No
7. Future Project Plans
7a. Is this project a phased project?* G Yes
* No
C. Proposed Impacts Inventory
Buffer Impacts
.......... .

Project is in which protected Basin?*
Neuse River Basin (15A NCAC 02B.0233)
Catawba River Basin (15A NCAC 026.0243)
Randleman Lake Watershed (15A NCAC 0213.0250)
Tar -Pamlico River Basin (15A NCAC 026.0259)
Jordan Lake Watershed (15A NCAC 02B.0267)
Goose Creek Watershed (15A NCAC 02B.0606 & 15A NCAC 02B.0607)
Individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form.
Site# - Reason Stream Name Buffer Impact* Impact Type Zone 11 F Zone 21 �
Swimming Pool
Simpson Creek
Permanent (P)
Allowable w/
Square Feet
435.41
Map label (e.g. Road Crossing 1)
Perm or Temp
mitigation
Square Feet
Fire Pit / Walking Path
Simpson Creek
Permanent (P)
Allowable w/
Square Feet
732.00
Map label (e.g. Road Crossing 1)
Perm or Temp
mitigation
Square Feet
Total Zone 1 Impacts: 0.00
Total Zone 2 Impacts: 1,167.41
Total Buffer Impacts: 1,167.41
Comments:
D. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project.
A stormwater plan with 100% containment has been designed for the project.
U
..............................................................................................................
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
All equipment will remain as far away from the water as possible during construction to minimize any damage to the soil during
construction.
2. Buffer Mitigation Q
............................................. .........................................................................................................................................................................................................................................................................................................................................................................................................................................
2a. The table below identifies the square footage of impact to each zone of the riparian buffer and the required mitigation.
Zone 1
Total Impact Multiplier IF Required Mitigation
0.00
3
0
Square Feet
Square Feet
Zone 2
Total Impact Multiplier IF Required Mitigation
1,167.41
1.50
1,751.12
Square Feet
Square Feet

2b. What is the mitigation plan proposed for this Payment to private mitigation bank
project? Payment to Division of Mitigation (DMS)
Permittee responsible mitigation
2c. Provide a description of your mitigation plan.*
Stormwater plan with 100% retention on site to be installed during construction.
2d. Attach a detailed planting plan to include plant type, date of plantings, the date of the one-time fertilization in the protected
riparian buffers, and a plan sheet showing the proposed location of the plantings.*
Click the upload button or drag and drop files here to attach document
177 Trawler LN.pdf 55.62KB
PDF only
2g. Comments:
E. Diffuse Flow Plan
1a. What type of SCM are you providing?*
Level Spreader
Vegetated Conveyance (lower SHWT)
Wetland Swale (higher SHWT)
Proposed project will not create concentrated stormwater flow through the buffer
Other SCM that removed minimum of 30% nitrogen
1c. Diffuse Flow Documentation
F. Supplementary Information
Environmental Documentation
Click the upload button or drag and drop files here to attach document
Barron_Stormwater Report.pdf 2.78MB
PDF only
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?
Yes
No
Violations
2a. Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated Wetland Rules (15A NCAC 02H .1300), DWR Surface
Water or Wetland Standards, or Riparian Buffer Rules (15A NCAC 02B .0200)?
2b. Is this an after -the -fact buffer authorization application?
Yes
No
G. Additional Information
Please upload any additional information you would like the Division to consider during application review.
Additional Attachments: Click the upload button or drag and drop files here to attach document
Barron_ Approved_Proposal.pdf 364.77KB
PDF only
Additional Comments:

H. Sign and Submit
..........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
By digitally signing below, I certify that:
o I have given true, accurate, and complete information on this form;
o I agree that submission of this form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions
Act)
o I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic
Transactions Act');
o I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
o I intend to electronically sign and submit the application form."
Print Name:* Brian Grigsby
Signature
Submission Date: 6/27/23
(Auto populated field)

Initial Review
Is this accepted into the review process?* Yes No
Is this project a public transportation project?* u Yes
a No
ID#* 20230922
Version: *
Select Reviewer: *
Select Reviewing Office*
Has payment been received?*
Robert Tankard:robert.tankard
Washington Regional Office - [phone]
No Payment Needed
Fee Received
Need Fee - send electronic notification

177 Trawler LN, Merritt, NC
This project will be utilizing a stormwater retention plan with 100% containment and
during excavation we will not be disturbing the area beyond the pool construction. There is no
planting plan due to these reasons as this is a residential property and we will be maintaining
the integrity of the location before, during and after construction with our excavation methods
and stormwater plan.
- J & J Earthworks

?50
IM EarthWorks
J&J EarthWorks
PO Box 869 • Sneads Ferry, NC 28460 • Phone: [phone]
Frank Barron Pool
Phone:[phone]
Job Address:
177 Trawler Ln
Merritt, NC 28556
Print Date: 4-10-2023
Proposal for Frank Barron (1)
This proposal is for the installation of a Barrier Reef Billabong Cove 35' fiberglass swimming pool, Pentair equipment
package, hard scapes, and all material, labor, equipment, and trucking associated with the pool. We will elevate the
pool deck 2' with Belgard Wall blocks and back filled with manufacturer approved material for the pool installation. I
am waiting on some numbers for the landscape lighting, as soon as I get those I will let you know and if you want to
add them then I will do a change order for you. The important thing once you approve this is for me to get the shell
on order, so we can have an end of may installation.
The tree and associated roots that are currently in the backyard will be removed per our conversation and disposed of
by J&J Earthworks.

Barrier Reef Fiberglass Shell
All costs associate manufacture, transport, and deliver the fiberglass shell
Items Description
Surcharge Surcharge for fiberglass shell
Billabong Cove (35') Billabong Cove (35'4"x16') (Shallow - 3'4" / Deep - 6'5") (Includes 7'4"
Lounger)
15' and up delivery fee Delivery fee for 15' and up pools
Barrier Reef Fiberglass Shell Total:
Required Installation Items
These items factor in the labor, equipment, material, and trucking
Qty/Unit Unit Price Price
1 EA $1,300.00 $1,300.00
1 EA $29,252.60 $29,252.60
233 Mile $9.75 $2,271.75
$32,824.35
Items
Description
Qty/Unit
Unit Price
Price
Permitting and Administrative
Permitting and County Fee
1
$650.00
$650.00
fee
Pentair Equipment Package
Pentair VS pump, Pentair 26" Sand dollar filter, Pentair 140k Ultra Temp
1
$20,150.00
$20,150.00
with 140k heat pump and
Heat Pump, (3) Pentair/Hayward multi color LED lights with transformer,
automation
Pentair IC-20 Salt water Chlorinator, glass and pebble media for the filter,
extendable pole, pool brush, vacuum, 50ft pool hose, leaf net, testing kit.
Plumbing
Includes up to 200 LF of 2" pipe and 400 LF of 1" conduit.
1
$3,250.00
$3,250.00
Equipment Setting and
Labor and pipe to set and plumb the equipment pad
1 LS
$650.00
$650.00
Plumbing
Electrician
100amp sub panel and all electrical services pertaining to the pool.
1
$3,900.00
$3,900.00
Large Backfill Package
Backfill for pools above 30', per manufacturers recommendation.
1 LS
$4,550.00
$4,550.00
Material Haul Off
Excess dirt haul off is $540/15 cubic yards (1 truck load)
6
$585.00
$3,510.00
Required Installation Items Total: $36,660.00
Pool Deck and walkway
Hardscapes for the pool area
Items
Description
(3) Bubblers, labor, and To add (3) bubblers to the tanning shelf
associated materials
2' Belgard retaining wall
Concrete Pool Deck
Qty/Unit Unit Price
Price
1 $975.00 $975.00
Wall blocks, block adhesive, labor, material, trucking 150
1,101.82 sqft of Brushed concrete/custom dimensions, 3000 psi concrete with 648.38
an average thickness of 4" and concrete coping
$37.50 $5,625.00
$13.00 $8,428.94

Items Description Qty/Unit Unit Price
Price
Concrete walkway and firepit Brushed concrete walkway and firepit area 586.42 $12.60 $7,388.89
area
Pool Deck and walkway Total: $22,417.83
Total Price: $91,902.18
EXCAVATION: J and J Earthworks, hereafter known as Contractor, will provide equipment, labor and supervision
required for excavation.
Contractor will contact NC811 prior to excavating. Customer is responsible for removal of all shrubs, trees, stumps and
roots, buildings, fencing
and other obstructions prior to excavation, unless otherwise listed in this proposal. Sprinklers, electrical lines, septic
lines,
cable/phone/Internet lines, water lines, and any/all other utilities must be identified and located prior to excavating. It
is the responsibility of the customer to replace/repair/relocate any lines damaged during excavation that were
unknown at the time of excavation. Any large rocks, building debris, or other unseen obstructions encountered during
excavation will be the responsibility of the customer to remove.
GROUNDWATER: In the event underground water is discovered, a shallow well point will be installed, a pump will be
used to remove the water.
Gravel will be used in addition to pump and stop the water during construction. If a spring or any other natural supply
of water is tapped; a
permanent solution will be required to manage water. Once the pool is filled up the pump will be removed and any
additional steps other than
temporary pump system will be the responsibility of the customer. Any de -watering that occurs will be discussed and
approved with the
homeowners via a change order.
EXCESS SOIL: Contractor will establish a spoilage pile for excess soil. Excess soil will be used, as efficiently as possible in
back filling and grading.
Any remaining soil will be removed by contractor at a cost of $450 per 15 CY load charged to the homeowner unless
otherwise noted.
SPECIFIC EXCLUSIONS: No additional electrical or plumbing, bonding, pressure valves, gas hook-ups, fill dirt, or any
other item not specified
under this agreement. Any additional soil required for back filling or grading is the responsibility of the customer. Fine
grading, seeding, or
planting of material is not included.
PLUMBING: All piping will be schedule 40 PVC, sized to meet requirements of pool volume. All valves will meet sizing
requirements as well.
BACKWASH LINE: Twenty feet of backwash line will be plumbed to the backwash port of the filter. Additional line, if
needed or requested, will be
billed at cost of time and material as an addition to this contract.
PUMP & FILTER: Will be placed within fifty feet of waterline pool. Any additional distance will require additional lines

and will be billed at cost of
time and material as an addition to this contract.The following equipment is included in this agreement. If listed
equipment is unavailable or back
ordered, Contractor will use of equal equipment. All equipment will be Pentair unless otherwise agreed upon.
POOL WATER: Swimming pools must be backfilled in conjunction with initial water fill -up. Because the backfill and Pool
fill up is such a slow
process the contractor will utilize the water supply from the residence for the initial fill -up of the swimming pool. It will
be the responsibility of
the customer to maintain appropriate water levels. Municipal or well water will suffice for this purpose.
CRANE SERVICES: Contractor will make every attempt to lift the pool of the transport truck and place it in the ground
using the excavator that is
already on -site for digging. If this is not feasible due to home location, soil conditions, tree or other items in the way or
any other conditions that
require a crane or tele-handler rental that cost will be passed along to the homeowner. If a crane rental is necessary
the home owner will be
made aware of the situation as soon as it becomes evident to the Contractor and payment arrangements will be made
accordingly. The home
owner will have the opportunity to pay the crane company directly for their services.
FENCING: The State of North Carolina requires fencing to be installed at a minimum height of four feet around the
pool area with self -closing,
self -latching gates swinging away from the poolarea.Compliant fencing must be in place prior to the final inspection of
your pool. The fencing is
the responsibility of the customer. Contractor will install fencing at additional fee if requested by Customer.
CONCRETE SPECIFICATIONS: 3000 psi, average thickness of 3.75" with control joints and non-skid, broom swept finish.
Concrete will be fiber mix
or have metal grid embedded for additional strength. Delivery truck must have access to to pool site. If access is not
achievable, a pump truck or
hand delivery will be required at an additional cost to the customer.
***NOTE*** DUE TO THE NATURE OF CONCRETE, CONTRACTOR CANNOT GUARANTEE OR BE HELD LIABLE FOR
HAIRLINE CRACKS IN
CONCRETE DECKING.
WARRANTIES: Contractor provides a one-year warranty on the workmanship warranty on the construction of the pool.
All equipment and
components will follow the manufacturer's warranty. Contractor is not liable for any warranty whatsoever for work
completed by customer or
anyone hired by the customer. Any changes or additions to this contract will be agreed to via change order and added
as an amendment to this
agreement. Future change orders will become due as signed and payment may be added to your next milestone
payment unless otherwise
specified on the change order.
WEATHER: Weather conditions greatly affect the construction of a pool. Wet soil increases the risk of pool walls
collapsing. Soil conditions will be
monitored for optimum conditions throughout construction. Compaction test will be conducted in pool deck areas at
the request and expense of
the home owner. Contractor will not be held liable for delays due to weather.
EXCLUSIONS: This agreement specifically excludes no running of potable water to the pump room, no fencing. Any

additional electrical or
plumbing services, sump pump into sewer, landscaping of any kind, any additional electrical upgrades to home such as
sub -panel, pressure
valves, gas hook up and heater ventilation.
STATEMENT OF QUALITY: Your pool will be constructed to APSP (Association of Pool and Spa Professionals) standards
and J and J Earthworks
specifications. J and J Earthworks warrants our installation craftsmanship for one year from completion of construction.
Nothing in the above
statement shall be deemed to apply to work and material which has been abused or neglected by the customer or
their guests. You are entering
into a contract whereas you have the legal right under Federal Law to cancel this transaction by midnight on the third
(3rd) day from the date
that this contract is accepted. You may cancel by midnight. Cancellation fee after third day is $1,000.00. Please note,
cancellation fees may vary
once permitting and preparation for your project have begun. Any work underway and any material/equipment
ordered will be paid for in full at
the point of cancellation. If equipment is returnable for refund to supplier, customer will be credited such refund. The
signees acknowledge that
he/she/they have read and understand the terms and conditions of this agreement. The signees agree to fulfill this
agreement.
*Payment terms:
Initial Deposit: $32,824.35
Due upon mobilization to site: $20,150.00
Once the pool is set, plumbed, and backfilled: $16,792.83
Once concrete has been poured: $15,625.00
Upon Final inspection or once all contractual obligations by the contractor has been satisfied: $6,510.00
** Final payment will be due immediately if owner opts to have the fence installed by their own fence company or
themselves. NC fencing
requirements will be provided for the owners reference.
***NOTE*** Failure to pay as agreed may cause work to cease. All payments can be made with credit card, personal, or
certified check. All change
orders must be agreed to and signed prior to work, regarding the change order, may start.
I confirm that my action here represents my electronic signature and is binding.
Approval Deadline:

I confirm that my action here represents my electronic signature and is binding.
Signature:
Date: Apr 10, 2023, 10:30 AM
Approved by: Frank Barron Pool

ct,:GT:nn Tonz'/T inr UND'7aA11oUaA110•nTtnTnlTn—k
Book Page
N 0367 0288
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tate of North Carolina
County of Pamlico
I,IAOINt96 W %�� d Review Officer oi
PGmiico County, certify that the
map or plat to which
certification is affixed meets all
tat ry requigege, is for recording.
. J POWER BOXES
Review Officer
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NOTES*
FOR REFERENCE SEE
DO 297, PG 37
PC "A" SLIDE 47-3
t SEAL
THE RATIO OF PRECISION WAS
CALCULATED AT 1;10,000-
`
SIP - EXISTING IRON PIN
SIP -SET IRON PIN
SURy�'
, �.
THIS SURVEY IS OF AN EXISTING PARCEL
AND DOES NOT CREATE A NEW STREET
40' 0' 40' 80,
OR CHANGE AN EXISTING ONE.
THIS SURVEY IS SUBJECT TO ANY FACTS
THAT MAY BE DISCLOSED BY A FULL AND
ACCURATE TITLE SEARCH
SCALE. 1" - 40'
SURVEYED BY A SURVEY FOR
MARK R* LEE ROBERT A. OLIVER, Jr, WIFE,
PRMSMONArL LAND smwyOR
P.0. BOX,N 28
C 510
3
ARAPAHOEHOENPATRICIA A. OLIVER
TELE. * (252) 249 - 0226
DATE' JULY-16, 2001 DRAwe �'.MRL LOT +6 - BRANDY BAY ESTATES
REMED, K FLORENCE
010710 PAMLICO CO, NORTH CAROLINA

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1, &lark R. Lee, certify that this plat was drawn under my supervision from an
actual survey made under my supervision (deed description recorded in Book as
r
‘A.CAR()
SHOWN IN REFERENCES LIST), page . etc.) (other) ; t the boundaries not — / 0* E s s 1 j,,\ /2
surveyed are clearly indicated as d i from information found in Book t lssnowN ! .. /4, 1.\ y
/NHiats, mi;,.s! v)/2,� page ; that the ration of precision or positional accuracy as I SEAL
amended. I
calculated is 1100p0+; that this plat was prepared in accordance with G.S. 47-30 as 1 ( r L-39121That the survey is of an existing parcel or parcels of land and does not create a new 'j`� cy'tiD� ftf
street or change an existing one. �‘; ��i y;�
N.C. GS 47-30, Section f(11)c-I.
Ic N.R. 40
Witness my original signature, license number, and seal this I lth day of May 2023.
Digitally signed by Maik R. Lee
Dt� CN = Mark R. Lee, C = US. 0 = Pamlico
I nd Su ey�ii p PLLC
tocatidi/j/(,(/tSboro. NC
irk R. Lee, !'rofessronal Land Surveyor
ern
PAMUCO LAND SURVEYING, puc
Firm No. P-2363
239 Lee Court, Grantsboro, NC 28529
252-249-0226
pamlicolandsu rveying(a),gmaiL com
Date:
May 11, 2023
Dees Re erenccs:
Db 670, Pg 106
PC A47-8
Drawn by: M.R. Lee
Project #: 230510
ammo ewes WIMP
aer
N06°44'04"W
8.52'
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00
Lot 5)
17873 Sq. Feet \
0.4 Acres
N41°25'28"W _
12.08'
t�V�
�trve-5�
Bayview
N740
Survey & Plot Plan For
7
Boat Access Easement
Frank E. Barron
& wife, Sheila D. Barron
177 Trawler Lane, Merritt, NC 28556
Lot 6, Brandy Bay Estates
Twsp. #3, Pamlico County
vs,
Not to Scale
Note:
Surveyor has made no independent search or investigation for Rights -of -way or Easements of
record for streets. highway. public utilities or for encumbrances, restrictive covenants.
ownership. title or any other facts that may be disclosed by a full and accurate title search.
No title search provided at time of server.
Vertical Datum: NAVD 1988 Geoid 18
Setbacks must be verified, Surveyor makes no certification as to setbacks.
Unless labeled otherwise comers not labeled are NPS or NPF.
Arca by Coordinate Geometry.
All Distances arc Horizontal.
Underground Utilities are not included in this survey.
NOT FOR RECORDING
Legend:
SIR - Sct Iron Rod
SFR - Set Fiber Glass Rod
ElP - Existing Iron Pipe
EIR - Existing Iron Rod
SMN - Set Mag Nail with Washer
EMN - Existing Mag Nail
NPS - No Point Sct
Dist. - Disturbed
EOP - Edge of Pavement
DUE - Drainage & Utility Easement
NPF - No Point Found
R/W - Right of Way
MBL - Minimum Building Line
NWL - Normal Water Line
NRB - Neuse River Buffer
AEC - Arca of Environmental Concern (CAMA)
PP
-0 - Power Pole
0 - Spot Elev
• - Cable TV Pedestal
0 - Telephone Pedestal
® - Water Meter
Q - Sewer Clean Out
• - Man Hole
0 - Electrical Box
tj - Fire Hydrant
Scale: 1 " = 20'
O 20
40

Smart Data Block
Pool hardscape
Perimeter. 149' 3.24"
Area: 502.47 ft2
Surface tvlaterial Concrete, Light Gray
Coping Interior 142' 5.74"
Coping Area: 145.91 ft2
Coping Material Concrete, Gray
Total Area: 648.38 ft2
Height: 2'
Riser: +1' 10" 4' 0.23"
Riser Material. Concrete, Light Gray
Turn Down +1' 10" 145' 3.01"
Turn Down tvltrl Concrete, Light Gray
Displacement: 2356 ft3
Concrete' 8.0 vards3
Pathways adding
Perimeter 50' 3.23"
Area: 153.88 ft2
Surface Material:
Coping Interior 43' 11.8"
Coping Area: 47.13 ft2
Coping Material
Total Area: 201.01 ft2
Concrete: 0.0 vards3
Smart Data Block
Fire pit area
Perimeter 50' 3.23"
Area: 153.88 ft2
Surface Material:
Coping Interior 43' 11.8"
Coping Area: 47.13 ft2
Coping Material:
Total Area 201.01 ft2
Concrete. 0.0 yards3
F
4'
w
Ponh
Existing Dwelling
N37 r, lt,:Icncr"--
`
°4i'08 W 59.71'
Pool Air
Equipment Conditioning
Pad Units
i
1
q ui
• Mlizterreoi 1'IaU:nm
w MIiL
°
!Aiming itnng l iarage
0
cone Pal
6
12
18
24
30

•
• •
Existing Dwelling
Pool Air
Equipment Conditionin
Pad Units
1
• nt .:Aerator Platform
w 49' 9.27"
43' 11.83"
sfrs',i
Smart Data Block
Pool
Count: 1
Envelope 34' 8.61" x 14' 11.67"
Perimeter 91' 2.26"
Area 435.41 ft2
Int Surface Area 806.92 ft2
Depth 3' 3" to 4' 10.25" to 6' 5"
Height 2'
Volume: 11,228 gallons
Lights: 3
Interior Finish Barrier Reef Pools,
Ocean
Tile Line: +2" 91' 2.26"
Tile Material: Barrier Reef Pools,
Ocean
Coping Area 94.33 ft2
Coping Interior: 91' 2.26"
Coping Material Concrete, Gray
Steps/Benches: 15
Step Linear Ft: 140' 0.27"
Step Perimeter 299' 9.17"
Step Area: 140.63 ft2
Concrete 16.1 yards3
Rebar 3043' 9.54"
ew
pathways +/
12 15