HomeMy WebLinkAboutEHPR-03-2023-43777.tif $A �N THIS IS NOT A PERMIT Case# EHPR-03-2023-43777
„ CATAWBA COUNTY HEALTH DEPARTMENT
PLAN REVIEW APPLICATION FOR ENVIRONMENTAL SERVICES
\842 5M Environmental Health Plan Review-OSWP
•
IMPROVEMENT _.
Applicant PRINCETON LAND DEVELOPMENT (JORDAN WILLIAMS),PO BOX 3608,MOORESVILLE NC 28117
C:7042016823 JORDAN@PRINCETONCOMMUNITIES.COM
Paid By PRINCETON LAND DEVELOPMENT (JEFFERY CERNUTO), 158 W MARANTA RD,MOORESVILLE
NC 28117
B:7042016823
NAME TO APPEAR ON PERMIT
Princeton Land Development (Jordan Williams)
SITE ADDRESS: 4495 INA LN,SHERRILLS FORD NC 28673 PIN# 460602987727
NAME of SUBDIVISION: Lot 4 3 Section/Block
PROPERTY SIZE: Square Feet 326,003.04 Acres 7.484
DIRECTIONS: 150 E,right Slanting Bridge Rd,left Drena Dr,right Giles Ave on right before Ina Ln
PRIMARY CONTACT: Applicant SEWER TYPE: Septic Tank
GALLONS PER DAY: 480 WATER SUPPLY: Private Well
DESCRIBE WORK: a2 IP only
SITE INFORMATION
Do any of the following apply to the property for which this application is applied?
If the answer to any of the questions below is"YES",then supporting documentation is required:
Does this site contain any jurisdictional wetlands? No
Does this site contain any existing wastewater systems? No
Is any of the wastewater going to be generated on the site other than domestic sewage? No
Is the site subject to approval by any other public agency? No
Are there any easements or right-of-ways on this property? Yes
Property Easements Description: Duke Transmission Line
APPLICATION FOR: New Structure
STRUCTURE TYPE: PRIMARY RESIDENCE
FACILITY TYPE: House OTHER DESCRIPTION:
DESCRIPTION OF
EXISTING STRUCTURES
ON SITE(IF ANY)
DIM EXISTING STRUCTURE:
NUMBER OF EXISTING BEDROOMS: #OF OCCUPANTS: 8
PROPOSED CONSTRUCTION
NEW STRUCTURE DIM:: 70 x 70
#OF NEW BEDROOMS:: 4
BASEMENT? No BASEMENT FIXTURES? No PLUMBING REQUIRED?
EMPLOYEES PER SHIFT: NUMBER OF SHIFTS: TOTAL EMPLOYEES:
SEATING CAPACITY: TOTAL FLOOR SPACE(SO FT):
Desired system types(Improvement Permit or Authorization to Construct):
ACCEPTED: ALTERNATIVE: CONVENTIONAL:
OTHER: INNOVATIVE: ANY:
Other described:
eharolicatIon 03/28/2023 10:00 Page I of3
r
„� CATAWBA COUNTY Cep EHPR 03 2023-43777
.t, 2 Public Health Department Subdivision
d j Environmental Health Division
l PIN# 460602987727
,J
PO Box 389,100-A Southwest Blvd,Newton,NC 28658
w
NAME ON PERMIT: PRINCETON LAND DEVELOPMENT (JORDAN WILLIAMS),PO BOX 3608,MOORESVILLE NC 28117
Princeton Land Development (,
Site Address: 4495 INA LN,SHERRILLS FORD NC 28673
Property Size: Square Feet 326,003.04 Acres 7.484
Directions: 150 E,right Slanting Bridge Rd,left Drena Dr,right Giles Ave on right before Ina Ln
Completed applications are valid for a period of 2 years.Improvement Permits are valid:with complete site plan=60 months(5 years);with complete plat
=without expiration. An Authorization to Construct will remain valid as long as the Improvement Permit is valid.An Authorization to Construct issued for
septic repair is valid for 60 months(5 years).Permits may be revoked if the information on this application/site plan changes or if the intended use for the
proposed facility changes. Permits may be revoked if site conditions are altered such that they effect permit conditions or installation requirements
I have read this application and certify that the information provided herein is true,complete and correct. Authorized county and state officials are
granted right of entry to conduct necessary inspections to determine compliance with applicable laws and rules. I understand that I am solely
responsible for the proper identification and labeling of all property lines and corners and making the site accessible so that a complete site evaluation
can be performed.
The undersigned is the owner of the property or legal agent of the owner.
Date: Signature of Applicant or Agent
If you need further information or assistance please call 828-465-8270
AREA5
FEENAME DATE FEE AMOUNT
Improvement Permit Fee 03/22/2023 $150.00
TOTAL FEES $150.00
FEES ARE NON-REFUNDABLE
ONCE A SITE VISIT IS MADE OR
WORK ON A PLAN REVIEW HAS COMMENCED
SYSTEM REDESIGN AND/OR RETRIP WILL INCUR AN ADDITIONAL CHARGE
(SEE FEE SCHEDULE)
eliapplicatum 03/28/2023 10:00 Page 2 of 3
catawba county RECEIVED
L/377 7
Application for Environmental Health Services MAR 2 2 2023
THIS IS NOT A PERMIT
Application is for: New Construction [] Existing Facility
❑ Improvement Permit ❑ Authorization to Construct Envrronmental Health
®New Septic ❑ Septic Repair/Malfunction ❑ Septic Relocation ID Septic Expansion
❑ Existing System Inspection or Reconnection
I ❑ New Well ❑ Replacement Well ❑ Well Abandonment ❑ Well Repair
Property Address N(;Ob ^ /' U.2- -1 c. i '-
Acres Subdivision ifilq5 I rl a L, Lot# •3
Driving Directions to Property
Describe work S-e �i c t.•�,#- / �.
Applicant Name pv. _/ ,��.. ( ,) 4 L L
Applicant Address p t r' wG .^1 -•e Iir ,v Z`unn
Phone 7-o`I - Z — ; L 3 Email 2F to p e, .. _-3.
Owner Name
Owner Address
Phone Email
Contractor Name
Contractor Address
Phone Email
Name to Appear on Permit? 0 Owner [ Applicant ❑Contractor
Who will be the Primary Contact? ❑ Owner 0.Applicant ❑ Contractor
Proposed New Construction- Residential
Primary Residence ] New Residence ❑ Addition to Residence #of New Bedrooms *'t #of Occupants '`1
Project Description z
Structure Dimensions, also specify dimensions of decks&porches
(Choose One) ❑ Basement In Crawl Space ❑ Slab If Basement,Will There Be Water Using Fixtures In Basement ❑ Yes El No
Retaining Wall>2' 0 Yes (`7 No
Accessory Dwelling #of New Bedrooms*t #of Occupants Structure Dimensions
(Choose One) ❑Basement Crawl Space ❑ Slab If Basement,Will There Be Water Using Fixtures In Basement ❑Yes ❑ No
Retaining Wall>2' ❑ Yes (I No
Accessory Structure(s)Describe Structure(s)Dimensions
Plumbing ❑ Yes ❑No Describe Plumbing Needed
(Choose One) ❑Basement 0 Crawl Space ❑ Slab If Basement.Will There Be Water Using Fixtures hi Basement ❑ Yes ❑ No
Retaining Wall>2' ❑ Yes ❑ No
Multi-Family Residence #of Apartments #Bedrooms per Apartment*t Total#Bedrooms in Structure*t #of Occupants
Structure Dimensions
(Choose One) El Basement ❑ Crawl Space ❑ Slab If Basement,Will There Be Water Using Fixtures In Basement ❑ Yes ❑ No
Retaining Wall>2' ❑ Yes 0 No
Well Construction/Abandonment/Repair
Proposed Well Type Individual Well ❑ Semi-Public Well ❑Community Well
Abandonment Type ❑ Drilled ❑ Bored ❑ Dug ❑ Unknown
Well Repair Requested ❑ Yes ❑No Describe
Will Certified Well Contractor Install Water Line or Electrical Line from Well Head to Pressure Tank? ❑Yes ❑No
Environmental Health
Catawba County Government Center, 25 Government Drive I PO. Box 389, Newton, NC 28658
Phnnp• (50RI dfc-R77f1 I Fay-(WM dFG-5277F I F1Iariminrl!
Existing Structures on Site
Describe Structure Dimensions
#of Bedrooms * #of Occupants
Basement ❑ Yes ❑ No Basement Plumbing El Yes El No
Existing Water Supply
❑ Individual Well ❑ Shared Well—Number of Connections
❑ Community Well ❑ CouuntylCity/Township Water Line
Is a public water supply available? ** El Yes ❑ No J A ;5 1--'1 u(4,se, (,I
Commercial ❑ Proposed New Construction ❑ Existing/Change of Use ❑ Repair
Food Service Specify Type
#Seats Dining Area(Sq. Ft.)
#Employees per Shift #of Shifts
Church #of Seats Daycare❑ Yes ❑ No #of Children #of Employees per Shift #of Shifts
Commercial Kitchen D Yes El No Residential Kitchen ❑ Yes ❑ No
Daycare#of Children #of Employees per Shift #of Shifts
Business/Other Specify Type Structure Dimensions
Retail Floor Space #of Employees per Shift #of Shifts
Other Information
Calculated Design Flow, Commercial t (This value will be determined by EH staff)
The Applicant shall notify the local health department upon submittal of this application if any of the following apply to the property in
question. If the answer to any question is"yes", applicant must attach supporting documentation.
❑ Yes No Does the site contain any jurisdictional wetlands?
❑Yes No Does the site contain any existing wastewater systems?
0 Yes No Is any wastewater going to be generated on the site other than domestic sewage?
❑ Yes No Is the site subject to approval by any other public agency?
0 Yes No Are there any easements or right of ways on this property? Describe
If applying for an Improvement Permit or Authorization to Construct,Please Indicate Desired System Type(s):
(systems can be ranked in order of your preference)
❑Accepted 0 Alternative 0 Conventional 0 Innovative 0 Other 0 Any
*Any room that will be intended for sleeping at the time of construction or for future consideration should be noted as a bedroom and counted
on all applications.The number of bedrooms will be confirmed by rooms identified on floor plans as a bedroom at the time of building permit
issuance. This may prevent the need for septic system expansion in the future.
t If structure is plwnbed but has no bedrooms,calculated design flow will be determined by EH Staff.
** If No,a well permit must be issued with the Authorization to Construct.
RETRIP TO THE PROPERTY AND/OR SYSTEM REDESIGN WILL INCUR AN ADDITIONAL CHARGE(SEE FEE SCHEDULE)
Environmental Health soil/site evaluations require digging,angering,and/or probing into the ground. Property owner/applicant is responsible
for marking all underground utilities, including but not limited to: underground power, cable,telephone,gas,water lines,and irrigation
systems/sprinkler systems. Catawba County Environmental Health is not responsible for damage to unmarked utilities.
Completed applications are valid for a period of 2 years. Improvement Permits are valid:with complete site plan=60 months(5 years);
with complete plat=without expiration. An Authorization to Construct will remain valid as long as the Improvement Permit is valid.An
Authorization to Construct, issued for septic repair is valid for 60 months(5 years).Permits may be revoked if the information on this
application/site plan changes or if the intended use for the proposed facility changes. Permits may be revoked if site conditions are altered such
that the effect emit conditions or installation requirements.
I have read this application and certify that the information provided herein is true,complete and correct. Authorized county and state
officials are granted right of entry to conduct necessary inspections to determine compliance with applicable laws and rules. I
understand that I am solely responsible for the proper identification and labeling of all property lines and corners and making the site
accessible so that a complete site evaluation can be performed.
The undersigned is the owner of the property or legal agent of the owner.
Signature of Owner or Legal Agent Date L 3 — �- % 1
Printed Name of Owner or Legal Agenty
County: CaVal/36C-.
IMPROVEMENT PERMIT FOR G.S.130A-335(a2)/SL2022-11
PIN/Lot Identifier: q 70 ; d z f-r J 7 Z o r r 011 Y 60
()Erg
C �/ /r g J G/ 7
Issued To: I lC
Property Location: LGl IV Lo-{- 9 r r^) /S �v r G r 7(el: 2
Subdivision: ` f r l'
Lot i9: Block: Section:
LSS Report Provided: Yes No 0
If yes,name and license number of LSS: ) ( ,�1 c �5 t lQ IAS 1 3
m t, e r
Ne►n\] Repair❑ Expansion 0
% System Relocation 0
Proposed Structure:
Ltn ( 6t L�
Proposed Wastewater System Type: / / Z P.S.
(Initial) PPS f-s
Fill System:0 Yes 0 No If yes,specify:❑New 0 Existing (Repair)
(when adding more than 6 inches of fill to system area please provide a fill plan)
Proposed Design Daily Flow: (S 0 GPD Proposed LTAR(Initial): 0,
S Proposed LTAR(Repair): CI
Design Wastewater Strength domestic
0 high strength CI industrial process
CP
Number of bedrooms: /' Number of Occupants: 0 Other:
Pump Required: 0 Yes Il No 0 May be required based upon final location and elevations of facilities
Artificial Drainage Re uired: ❑Yes 6,No If yes,please specify details:
Type of Water Supply: Private well 0 Public well 0 Municipal Supply ❑Spring0 Other:er.
Drainfield location meets requirements of Rule.1945: Yes(Y
� Na 0
Drainfield location meets requirement of Rule.1950: Yes L7/
No 0
Permit valid for:(3- ive years[site plan submitted pursuant to GS 130A-334(13a)] 0 No expiration[plat submitted pursuant to GS 130A-334(7a)]
Permit conditions:
C i
Licensed Soil Scientist Print Name: Al V N
Licensed Soil Scientist Signature:
Date: 2. 2,7 2 3
The LSS evaluation Is being submittil
d pursuant to and meets the requirements of G.S.130A-335(a2).
*See attached site sketch*
RECEIVED
MAR (9_ . )3
Environmental Health
Robert Phelps
From: Robert Phelps
Sent: Monday, April 10, 2023 3:15 PM
To: 'jordan@princetoncommunities.com'
Cc: 'Jeff@ pri ncetoncommunities.com'
Subject: Private option IP-A2 for lots 1-3
Attachments: 4495 Ina Lot 3.pdf;4443 Giles Lot1.pdf; 4457 Giles Lot 2.pdf
Jordan,
The IP application must be accompanied by a signed and dated statement from the applicant (owner or owner's legal
representative) that reads as follows:
"The LSS/LG evaluation(s) attached to this application is to be used to issue an Improvement Permit in
accordance with G.S. 130A-335(a2) and (a3)."
The attached documents supplied by your soil scientist have this necessary language_ Please have the owner or a legal
representative sign and date all three and return to me. That is all that is needed for me issue the permits.
Thank you.
Robbie Phelps, REHS
Environmental Health Supervisor, OSWP Division
25 Government Drive, Newton, NC 28658
(828)320-3077 cell
https://www.catawbacountvnc.gov/county-services/environmental-health/
ecatawba county
Confidentiality Statement The information contained in electronic transmissions is confidential and may be subject to protection under the law,including the Health
Insurance Portability and Accountability Act(HIPAA).An electronic transmission is intended for the sole use of the individual or entity to whom it is addressed.If you
are not the intended recipient,you are hereby notified that any use,distribution or copying of the message is strictly prohibited.If you received a message in error,
please contact the sender immediately by replying to the e-mail and delete the material from any computer.
n 0 �P 1411)---
1
VF RECEIVED
NOR & FORESTRY
�r� r p MAR 2 2023
SER i ORES
OF THE CAROLINAS, PA
Environmental Heath
www.soilandforestryservices.com
Project#: 22-0097
Princeton Land Development, LLC February 27ih, 2023
Attn:Jeff Cernuto
Email: ieff@princetoncommunities.com
RE: Soil&Site Evaluation for a 4 Bedroom Residence at Ina Lane Lot 3,7.484 ac Parcel
PIN#460602987727 and portion bf PIN#460602994279,Sherrills Ford, NC 28673.
Mr.Cernuto:
At your request Soil & Forestry Services of the Carolinas (S&FS) has performed soil/site evaluations on
parcel noted above. The Lot size is noted on the attached survey map&soil evaluation form.The
purpose of our work was to identify soil areas with potential to support subsurface wastewater disposal
systems and provide design details for Session Law submittal to Catawba County Health Department.
Site Conditions
At the time of our evaluation land cover on the property was wooded.Topography within the evaluated
area was gentle to moderate slope near the house site and proposed drainfield area. Property lines and
corners were marked at the time of the evaluation by Lake Norman Surveying and Mapping.The
surveyor provided an Autocad File of a sury y as a basemap. The proposed septic layout was located via
GPS&tape measures and used to produce t e attached Site Plan.There is a large Duke Energy
Transmission line dissecting the property a d a community well (see Site Plan).
Methodology
We evaluated soil areas through the use of oil pits.Soil morphological conditions including color,
texture, structure,etc.were reviewed in th field with six pit locations on the property flagged and
located via GPS. Four of the six pits are located in or adjacent to the proposed septic layout. Soil
suitability was determined by referencing 1SA NCAC 18A.1900"Laws and Rules for Sewage Treatment
and Disposal Systems".Soil&Site Evaluatio Forms were utilized to record the soil morphological data
for each pit.The house envelope was locate via survey. An on-ground layout of system and repair was
performed using a laser level. Pin flag locati ns of the layout were also located by GPS and tape
measures. Detailed system& repair inform ion is summarized in the following paragraph for this Lot.
i
Ina Lane LOT 3 (See Attached Design)
The septic layout for this lot(8'centers)yielded a total of 554 linear feet of line.The primary system is
proposed as 270 linear feet of Modified Conventional (PPBPS) drainfield with gravity distribution. Trench
depth is specified at 32 inches(Low Side).The repair system is proposed as 267 linear feet of PPBPS(50%
Reduction) drainfield with low pressure distribution.Trench depth is specified at 32 inches (Low Side).
There is 284 linear feet of repair available
Session Law Requirements
All information needed to issue the IP must be submitted with the application.The application shall
include all information described in 15A NcAC 18A.1937(d)and be accompanied by a signed and dated 1
statement from the applicant (owner or owner's legal representative)that reads as follows:
"The LSS/LG evaluation(s)attached to this application is to be used to issue an Improvement
Permit in accordance with G.S. 130A-335(a2)and(a3)."
Owner Date
)' Print Name
�' Signature
The LSS evaluation shall include a statement bearing the LSS seal and signature that reads as follows:
"The LSS evaluation is being submitted pursuant to and meets the requirements of G.S. 130A-
335(a2)."
Disclaimer
This report reflects the findings of S&FS, PA. This LSS evaluation is being submitted pursuant to and
meets the requirements of G.S. 130A-335(a2)."Any site modifications that impact the proposed septic
areas on the site may nullify this design for Ina Lane LOT 3, Sherrills Ford NC 28673. System design
requirements and site requirements shall be adhered to for installation and Operations Permits to be
issued by the local Health Department. If you have questions regarding these requirements a Pre-
Construction meeting should be scheduled to discuss. Please contact S&FS if you have any questions
regarding this report or the attached information. S&FS also offers septic system inspection, wetland
delineation and forestry services
t.Sincerely, Q 5 I(,
�� 0,A. R.
�J . F (<'
r : J ' 9 110
0cr
l �..4 I 1 1 !�
O,r GP,'
S.Ashley Rollans, LSS NORT
Attachment: Septic Design
IVF
iIHL & F hIE1] V
SERVICES
OF THE CAROLINAS, PA
www.soilandforestryservices.corn
Attached is a proposed design for an Modified Conventional(PPBPS)Septic
System with gravity dist.for a 4 bedroom single family residence at Ina Lane,
Lot 3,all of PIN#(460602987727)and a portion of PIN#(460602994279)
Sherrills Ford 28673,Catawba County,NC.
Contents: Page
Information for the Installer 1
Design Information
Design Specifications 2-3
Layout Specifications 4
Site Plan/System Plan 5-6
Calculations 7
Profile Descriptions - -_-- 6-9
�� SOIL S0 4`
Application ----- J r p 5 ti:\l CLIENT
i<r . ,,,,s Art-,
Improvements Permit Form s',.,. .A4. .�_ - 10
, —I 1,741' rfiVe --i
__Ad , , •e.,,,,z.L.,",.. ,
O., 1 ....
1231 �4
N O RTN GP
February 27,2023
Project#:22-0097
Design By: Soil& Forestry Services of the Carolinas,PA
INFORMATION FOR THE INSTALLER:
The permit should be read very carefully prior to bidding. The following are details
that must be considered along with all other considerations.
- Tanks shall be approved by NC DHHS, and certification supplied by the
manufacturer.
- Tanks shall be water tested prior to installation.
- The installer shall be responsible to the owner for placement of the tanks and to insure
that final grades are returned to the original natural grade, with exception of added
structural features.
- The supply trench shall be compacted to eliminate cavities left during initial fill
placement.
- Installation of the system shall be during dry conditions in order to protect the soil
structure.
- All fittings shall be pressure rated fittings.
- All joints shall be cleaned with PVC pipe cleaner and a heavy bodied glue applied to
weld all joints.
- Where required by the county health department,post installation inspections by
the designer must be scheduled 5 week days in advance.
- Trenches shall be carefully excavated so the bottom is within 2" from the highest to .
the lowest points of elevation within the trench. If the bottom elevation needs
adjusting after it has been trenched, it will be done by removing high points rather
than filling low points. It is extremely important to insure that trenches are not over
excavated during initial trenching. All fine grading within the trench will be hand done
with a shovel. No loose material will be left in the trench
- All pipe openings in the tanks shall be properly grouted. This also applies to the
joints around the riser.
- All tanks shall be properly back filled and compacted to prevent slump at a later date.
- Earth dams, constructed of relatively impervious material, shall be installed at the
beginning and end of each lateral.
- No heavy equipment shall be used on the field during or after installation. The use of
a small loader(i.e. Bobcat)or a trencher(i.e. Ditch Witch 2300/2310)may be used for
installation.
- Elevations at pinflag locations should be checked by the installer prior to beginning
trenches.
- Septic tank riser shall be a minimum of 6" above finished grade.
- System is specified as a gravity PPBPS installation.
- Repair is specified as a PPBPS with low pressure distribution installation.
2
GRAVITY PPBPS SYSTEM
FOR WASTEWATER TREATMENT
Applicant: Princeton Land Dev.LLC
Address: P.O.Box 3608
Moorsville,NC 28117
Phone: 704.201.6823
County catawba
Location: Ina Lane Lot 3
Sherrils Ford, NC 28673
Source of Wastewater Flow; 4 Bedroom Single Family Residence
Estimated Gallons Per Day Flow# 480
System Flowj N/A
Design'Specifications
Drainfield Size: 270
Loading Rate(gpolft.2): 0.3
Depth of Gravel in Trench N/A
Gravel Size: N/A
Max.Trench Depth (LOW SIDE): 32 in. Repair Trench Bottom 32 in.
Trench Width:i 24 in.
Septic Tank Size:I 1000
Estimated Supply Line Length: 42
Supply Line Diameter:'' 4 in. SCH 40 PVC
Supply Line Volume: 27.43
Dosing Volume:, N/A
Supply Manifold:! N/A
Supply Manifold Length: N/A
Supply Manifold Volume: N/A
Recommended Float Controls: N/A
Recommended Control Panel: N/A
Pressure Head: N/A
Friction Head: ! N/A
Elevation Head: I N/A
Total Dynamic Head: N/A
Threaded Union: N/A
Gate Valves: N/A
Check Valves: N/A
Anti-Siphon Hole: N/A
Additional Comments: Soil suitability was performed by Soil & Forestry
Services of the Carolinas
3
InaiLane Lot 3
PPBPS SYSTEM
DESIGN FLOW(gpd) 480
SOIL APPLICATION RATE (gpd/ft.2)k 0.3
TOTAL AREA TRENCH BOTTOM 540
TOTAL LATERAL LENGTH' 270
NUMBER OF FIELDS 1
LATERAL LENGTH REQUIRED PER FIELD 267
SUPPLY LINE LENGTH: 42
TOTAL DYNAMIC HEAD: N/A
MANIFOLD SIZE:F N/A
DOSING VOLUME: N/A
PUMP TANK DRAW DOWN*: N/A
SEPTIC TANK SIZE: 1000
PUMP TANK SIZE: N/A
4
Layout Specifications- Ina Lane- Lot 3
Project#:22-0012
LAYOUT FOR 4 BEDROOM HOME 2/27/2023
FLAG FLAGGED DESIGN
LINE# COLOR BS HI FS ELEVATION LINE LENGTH LINE LENGTH
TBM
INSTR. 1
1 PINK
2 RED 32 32
3 ORANGE 31 31
36 36
4 YELLOW 45 45
5 BLUE 51 45
6 PINK 50 45
7 RED 45 45
8 ORANGE
45 45
9 YELLOW 46 45
10 BLUE 42 42
11 PINK 39 39
12 RED 37 37
13 ORANGE 27 27
14 YELLOW 28 28
Total 554 542
SOIL LOW SIDE
LINE LTAR SYSTEM LTAR TRENCH TRENCH
*System LENGTH GPD/FT2 TYPE GPD/FT2 SYSTEM DISTRIBUTION DEPTH
270 0.300 MOD. CONY 0.300 PPBPS GRAVITY 32"
Repair
284 0.300 MOD.CONV 0.300 PPBPS LOW 32"
PRESSURE
Notes:
**All measures in feet
**Nitrification lines are demonstrated on contour via colored pin flags
**Nitrification lines were located by GPS&Tape Measure
5
GRAVITY PPBPS SPECIFICATIONS-Ina Lane Lot 3
SYSTEM
Line# Color Llevation ].eneth Dole Size Flow/hole Trench Area #of Panels
4 YELLOW N/A 45 NM N/A 90 10
S BLUE NM 45 N/A N/A 90 10
6 PINK NM 45 NM NM 90 10
7 RED NM 45 NM NM 90 10
8 ORANGE NM 45 NM NM 90 10
9 YELLOW NM 45 NM NM 90 10
144 0_4
total feet = 270 gal/min= N/A
Des.Flow 360
Pump Run= N/A
soil LTAR 0.3
LTAR+5% 0.315
LTAR with mod. 0.6
LTAR with mod..+5% 0.63
es..1^ cS4,'- z' N., '`
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BA .�ati !AT t2 �p4.0) it �• A �,
PORTION OF PARCEL ID 4606-0299-4279 3 /: �� ii
(Ze•ati TOTAL AREA = 7.574 ACRES d / j
'-' (INCLUDING 0.121 ACRE IN ROAD R/W, 5.755
•
! 6 ��'E ACRES IN TRANSMISSION LINE R/W. AND 0.251 ACRE / /, /
IN BOTH ROAD R/W& TRANSMISSION LINE R/W I
DRAW AREA FREE OF R/WS ..
1.447 ACRES jl /
12 / �y.
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OTn�!I 6')HELL �_ - P.B1SPR12
r " APPROVAL
f1 /' t .,vs. \ WATER ��2.L PIPE(�
''s TANK �-, 1 certify
PARCEL ID 46p6-02Y8-2Ss1 ,rp.� th .
_ 1�.• ?�`, WATER UNE 1 • �, ,cord
ROGER BMW and Catawba t
3527
309
,.` �� r�, 031
, a = t3 J LOT/S
�� / ' ' P.B.15 PG.12 DIRECTOR
i
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/ LOT #3
ALL OF PARCEL ID 4606-0298-7727 &
/PORTION OF PARCEL ID 4606-0299-4279 •
TOTAL AREA = 7.484 ACRES
/(fNCLUDING 4.412 ACRES IN TRANSMISSION UNE R/W, AND
/ 0.091 ACRE IN BOTH ROAD R/W& TRANSMISSION UNE R/W) 1 P
AREA FREE OF R/WS - 2.981 ACRES 3?' 0 0
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___ Vh i LOT #7 N
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7
CALCULATIONS
Location Ina Lane
Sherrills Ford, NC 28673
Project Number 22-0097
Lot No: 3
No. of Bedrooms 4
Design Flow 480 gaa/day
LIAR 0.300 eal/ft2day
PPBPS? (YES OR NO) YES
Supply Line Length 42 ft.
Supply Line Volume 27.426 gal. FRICTION FACTOR
INTERPOLATER
Required Feet of Line 266.6667 ft. 2" SCH 40 PVC
Amount of Line from Layout 270 ft. GPM f
20 0.84
Gallons per Minute N/A gal/min 0 88
25 1.27
Required Septic Tank Capacity 1000 gal. -1.28
Septic Tank Size 1000 gal. 30 1.78
-1.76
Panel Volume N/A gal. 35 2.37
#of Panels 60 -2.25
Dosing Volume N/A g I. 40 3.03
43.07 3.48
45 3.77
48.14 4.28
50 4.58
57.11 5.89
60 6.42
Tank Draw Down N/A
Pump Run Time
Elevation Head N/A ft.
Pressure Head N/A ft.
Friction Factor N/A ft./100 ft. (From the interpoiater.)
Friction Head N/A ft.
Total Dynamic Head (+15%) N/A ft.
i .
PROPERTY ID#:460602987727&portion of 46 She or 0602 o9_2
994279
SOIL/SITE EVALUATION COUNTY:_Catawba
for ON-SITE WASTEWATER SYSTEM
(Complete all fields in full)
OWNER: Princeton Land Development,LLC
ADDRESS: P.O.Box 3608.Mooresville.NC 28117 _ APPLICATION DATE
PROPOSED FACILITY:_4BR PROPOSED DESIGN FLOW(.1949): 480 GPD DATE EVALUATED:9/22/22
(
LOCATION OF SITE:Ina Lane Proposed Lot#3 ) — PROPERTY SIZE: 7.484 ac
WATER SUPPLY: 'Private ❑Public Well Ll Spring CJ Other PROPERTY RECORDED: NO
EVALUATION METHOD: ❑Auer Boring Pit L1 Cut TYPE OF WASTEWATER: I Sewage ❑Industrial Process [7 Mixed
P
R SOIL MORPHOLOGY
0 (.1941) OTHER
F PROFILE FACTORS
I .1940
L LANDSCAPE HORIZON
E POSITION/ DEPTH
SLOPE% (IN.)
# .1942 PROFILE
.1941 .1941 SOIL .1943 .1956 .1944 CLASS
STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPRO RESTR <AR
TEXTURE MINERALOGY COLOR DEPTH CLASS HORIZ
U6% 0-30 BSL Gr Frsssp
PS
30-34 Bscl Wfsbk Frsssp 0.3
l
34-58 Arc wmsbk Frsssp
U4% 0-2 BSL Gr Frsssp
PS
2-32 Rbscl Wfsbk Frsssp 03
2
32-55 Rbc wmsbk Frsssp
U5% 0-18 BSL Gr Frsssp
PS
18-24 Rbscl Wfsbk Frsssp 0.3
3
24-55 Rbc wmsbk Frsssp i_
55-59 Rbcl Wfsbk frsssp \p. A ,c
U7% 0-11 BSL Gr Frsssp , !;t ; 341. ' /
PS
I1-23 Rbscl Wfsbk Frsssp / r t. !l 0.3
23-44 Brc wmsbk Frsssp $ `
44.58 Rbcl Wfsbk frsssp , ,+ r�.)�
f
firI
AinC
4
DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM OTHER FACTORS(.1946):
Available Space(.1945) PS SITE CLASSIFICATION(.1948): PS
PS
EVALUATED BY:S.Ashley Rollans
System Type(s) PPBPS PPBPS
OTHER(S)PRESENT:_Mason Freeman&Chad Wagner
Site LTAR 0.3 0.3
COMMENTS:
Updated February 2014
SOIL/SITE EVALUATION Sheet 2_of2_
(Continuation Sheet-Complete all field in full)
PROPERTY ID#: see above
DATE OF EVALUATION: 9/22/22
COUNTY: Catawba
p r
P •
R
0 SOIL MORPHOLOGY OTHER
F i (.1941) PROFILE FACTORS
I. .1940
E LANDSCAPE HORIZ .1942
POSITION/ ON .1941 .1941 SOIL .1943 .1956 .1944 PROFILE
# SLOPE% DEPTH STRUCTURE! CONSISTENCE/ WETNESS/ SOIL SAPRO RESTR CLASS
(IN.) TEXTURE MINERALOGY COLOR DEPTH CLASS HORIZ <AR
L/4% 0-18 BSL Gr Frsssp 56" PS
18-25 Rbcl Wfsbk Frsssp 0.3
5
25-56 Rbc wmsbk Frsssp
L/5% 0-9 BSL Gr Frsssp 30" 30" PS-30
9-18 Rbcl Wfsbk Frsssp 0.1
6
18-30 Rbcl Wfsbk frsssp
30- ROCK
•
COMMENTS:
Updated February 2014
Catawba County Environmental Health
40
c�� s
, ' 41/F 1865)
/ , \ f
/ 4279
c24 22 / /
ij / /
�q / } / •4478
T / 1187
/ / / $
.)
/ / ,r r / / s° g gas.is
/ i, / 8 ••4488
/ oP / ,/ 1054 2
.p / \1• /
\ R / / / 8 205.fa
`` '�/ 1934
21 / 205 U
h 1 3
,,s: :I
o / , Es. • 1824
,1
/ 1
/ I
/,/
/ � / Q52.2
j5Q•
i3 / CP 8
0 ,i.co ..% 6 eg.4:5fr
—
/ /,r+' �E� 9527 7 •45 0
4a�a / '/ 7,41
* /APO 'Rs d;
.16
♦ / 1 :: 4 34.5 '4d542 4.1::
i4f
/ / 25 •7989 •7997
I i 19 /39.20
/ 157'"t 8 30.80
'•ci 3493 2&1.°0 .s5- ''
LESS 21.91 J'�
/ �� t8 LOT 109.45 Ll °' r. ,
- , ,-
Fii
25.0 17 5327 * f � 9 ,
122.60 • ._� 1-1
Parcel: 460602987727, SHERRILLS FORD, 1 in=150ft
28673
This map/report product was prepared from the Catawba County,NC Geospatial Information Services. Catawba County has made substantial efforts
to ensure the accuracy of location and labeling information contained on this map or data on this report.Catawba County promotes and recommends
the independent verification of any data contained on this map/report product by the user.The County of Catawba,its employees,agents,and
personnel,disclaim,and shall not be held liable for any and all damages,loss or liability,whether direct,indirect or consequential which arises or may
arise from this map/report product or the use thereof by any person or entity.
Copyright 2023 Catawba County NC
03/02/2023
Parcel Report - Catawba County NC
Parcel Information: Owner Information:
Parcel ID: 460602987727 Owner: PRINCETON LAND DEVELOPMENT LLC
Parcel Address: Owner2:
City: SHERRILLS FORD, 28673 Address: PO BOX 3608
LRK(REID): 19469 Address2:
Deed Book/Page: 3743/1105 City: MOORESVILLE
Subdivision: ENOCH AND INA SIGMON ESTATE State/Zip: NC 28117-3608
Lots/Block: 20/
School Information:
Last Valid Sale: School District: COUNTY
Plat Book/Page: 15/12 Elementary School: SHERRILLS FORD
Legal: LOT 20 & PT 21 PLAT 15-12
Calculated Acreage: 6.350 Middle School: MILL CREEK
Tax Map: 018DX 01020 High School: BANDYS
Township: MOUNTAIN CREEK
State Road #:
TaxNalue Information: Tax Rates Zoning Information:
City Tax District: All in County Zoning District: COUNTY
County Fire District: SHERRILLS FORD Zoningl: R-30
Building(s) Value: $0 Zoning2:
Land Value: $306,700 Zoning3:
Assessed Total Value: $306,700 Zoning Overlay: CRC-O,WP-O
Year Built/Remodeled: / Small Area: SHERRILLS FORD
Tax Revaluation 2023: Info, COMPER Split Zoning Districts: /
Online Appeals Zoning Agency Phone Numbers
Valid Sales (COMPER) for this parcel
Contact Tax Dept. at 828-282-2009
Current Tax Bill
Miscellaneous: Firm Panel Date: 2007-09-05
Building Permit Address Search for this parcel. Firm Panel #:
If available, Building Permits for this parcel. Septic 2010 Census Block: 5038
links are not permits. 2010 Census Tract: 011504
Septic Final Permits prior to 08/2018, contact Agricultural District: PROXIMITY
Environmental Health.
Building Details
WaterShed: WS-IV Critical Area
Voter Precinct: P41
Parcel Report Data Descriptions
List all Owners Deed History Report Assessment Report
This map/report product was prepared from the Catawba County,NC Geospatial Information Services.Catawba County has made substantial efforts to ensure the accuracy of
location and labeling information contained on this map or data on this report.Catawba County promotes and recommends the independent verification of any data contained on
this map/report product by the user.The County of Catawba,its employees,agents,and personnel,disclaim,and shall not be held liable for any and all damages,loss or liability,
whether direct,indirect or consequential which arises or may arise from this map/report product or the use thereof by any person or entity.
1
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x 1 RD lam' CURVE LENGTH RADIUS DELTA CHORD DIR. CHORD
LINE BEARING INSTANCEr Cl 154 77' 251.40' 1516'27' S29'4793'W 152.34'
LI 55071'294W 41.00 C2 229.41' 395.11' 3115'53T 529Y7'20"W 226.20'
L2 S11T)8'50"6 76.86 ,l C3 142.28' 181.40' 4454'30' N625056'W 136.66'
L] N65y4'n'w 76 56 I C4 127 55' 335.14' 21'48'42" N18'45'12'E 126.81•
L4 S50'2}'t6'W S9.BJ / CS 99.01' 335.14', 16'45'24- N76'02'35'E 97.44'
Cl111.57' 111.39' 2071'43' N36119'25E 11097'
l5 N4004'S7'W 54.62 I 22-p54_E 14.�'
l6 N40'04'57'W 6.38 '
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L7 , $51'31'08'w 193.70, AT roM rn 1 / C8 45.24' 311.39' 819'25' N1518'32'E 45.20'
IA S51'31'08'W 9.86 A
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L9 NOOY]'10'E 707.191 ~�` /, mono
LW NO2.27'16'W 55.7 ,\ *A180•w 0*10 A,oeavlo a+sruAus
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8 0 S.A.IA A
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PARGARY C.CRAVEN / YA4P1rl es9rwcMxs•RAPINE a sAr a WC.
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ua ssa23'T8'w 84.e. DO'0`09PO °0e i' \ /' aVONMENT°MERVV un+`66nssR`NOLNc E xDn.9»w
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LI7 S53'04'30"W 191.93 • '\ -\ / .PROrun z0r40 a-J0
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L20 NSO'1I'44'E 41.52
/'^\ LK aan `' -.. .• AT IS LOCATEKona OF D VI A too-106.6715 Or 11130( .AI. a u.s
L21 r`.$Sff.11.MS W 41.52 a'"' 4 .\dR; •em w N14-o+a-a.w luaxs anwaaaGN roAlm o/sm°7)•
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OA P.Pa 1365
I 1 A7• LOT 99 / / l -
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1 ,. `- TOTAL AREA a 7.574 ACRES / 447y '
I CANPAS INCL..0.111 ACRE w ROAD R/R,1.741 % ` Y 7.'Q
1 4",•L0 CARPORT 7� t` ACRES w nwswssc«UM"h.,w ant ACM / Y 4P 1
N sow pRun11 &Axons.l NICE OF R4m5 a..1 L.VW) / •
/
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Ps 11 PO.112 /r I rs
:Xi-.
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I I3� .' �i/ PoUw a PAwe¢I 4404-ane-.179
\ I •as / TOTAL AREA.•7.{8{ACRES
\ //
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10A KTAA e6Rm Pa+, 0•e K - "•
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0)NUM tome" r ) . .Noe,/� r'�a.\ f'110E sal w APPROVAL cmmc a MR mom SUIDASNOR N•t
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I NAD.XtMO I 9R
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.R PENTS n LOCA 0 M 9401992N•E3AA90N 20 84CT1d O \ \
CATAau.wu.6 MAT 1 MEI No1mr nu,400Pr N9 P.m a Sr9wwN AND
79.12 TO PN4D0 VW N•AREAS SNOW,ON Ms KAI As,rears.Asa*oAAN9 \, I GRAPHIC SCALE o.,. P.a.,oN,.,
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ADM.1e0 e M AIP4CNPAR IN/DUO AUMMer0.NI.000UST.Maw,ON Ns MAr
As MxA1ED r0II A 0 20 UM MALL 10 adm 1 eE Dm10A00 101 MOT OMER
MA.IR 4 40*1m 4r IAA 1PNwA SUON oMR USE n AwROLm n urAWA. xas 1 `5 N :N0: 0110602
cdwtt w M PUBLIC Or IAA OWG N N5.42M n (IN FEET J 5210602
e240*1A rr SURVEYED BY. J,R H!E8.
RAo E1011) 1 loch a 100 9L DRANN 9Y: N.O.l6000A'
DATE OW4R t`.HECRED 6v: J.R.HOB05
SHEET 1 OF 1
xMM...RA ID: 4606-029E-4I79 R TO4606-0298-7727 �T\ �j
cauely FOR SOURCE OF 1111E REFER TO D.BR.2894 PG.165E 1(1\\_ _,(/
I, D.BR,748E PG.286 V
A NOTARY P.M TOR sAa caxrr•1w siA1L 00 40001 a.Rr.Y N.i M1NOR SOBOINSION OF PROPERTY OWNED NY SURVEY AND MAP PREPARED BY.:
PERSONALLY MP..BVOM MI MS D•T Aw•0010.0®1NE D. POWELL F. SIGMON LAKE NORMAN SURVEYING
MICSCAL CN MTM MI 016� 'MUSS YY PM,NO GAIAS
& MAPPING PLLC
MOUNTAIN CREEK TOWNSHIP
NOTARY2Dt0a CATAWBA COUNTY, N.C. 137 Jennings Road, Suuiteite C
90
" "'"540x CM"E' SCALE: I'.Tao DATE OF SURVEY: APR L 14,2022 Statesville, North Carolina 28625
BOO& NA DATE OF NAPPING: APRIL 25,2022 (704) 876-4450 Fax (704) 876-4451
4'A CATAWBA COUNTY
] 100A SOUTHWEST BLVD
NEWTON,NORTH CAROLINA 28658 RECEIPT
7 PHONE:828.465.8399
Tuesday,March 28,2023
18 4 2 sM www.catawbacountync.gov
PAYOR: Princeton Land Development
Princeton Land Development(Cernuto,Jeffery)
PAYMENTS
TRANSACTION NUMBER: TRC-606 1 3 8 84-28-03-2023
PAYMENT DATE: 03/28/2023
PAYMENT TYPE: Credit Card
302931483
INVOICE NUMBER ACCOUNT FEE NAME FEE AMOUNT
03-23-420404 110-580200-663000 Improvement Permit Fee $150.00
TOTAL PAYMENTS: $150.00
EHPR-03-2023-43777
CASE TYPE: Environmental Health Plan Review WORK CLASS: OSWP
SITE ADDRESS: 4495 INA LN,SHERRILLS FORD NC 28673
Applicant PRINCETON LAND DEVELOPMENT,PO BOX 3608,MOORESVILLE NC 28117
C:70420I6823 JORDAN@PRINCETONCOMMUNITIES.COM
Paid By PRINCETON LAND DEVELOPMENT, 158 W MARANTA RD,MOORESVILLE NC 28117
B:7042016823
**NO PEOPLESOFT ACCOUNT ASSIGNED**
receipt 03/28/2023 09:49 Page 1 of I