HomeMy WebLinkAboutIMPV-07-2022-176178.TIF DocuSign Envelope ID:507110D8-D1 D4-4474-9E45-4FCD2B7B2EC6
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1:f% (:AIAWHACOI \ty Case IMPV-07-2022-176I78
if 1-lit Public Health()allotment Subdivision Spring Farms
„� . t Envimnmentul Health Division PINK 373411752255
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\NI; Po Hoe 389,25 Government Drive,Newton,NC 28658 LOU 11
Site Address: 4502 SPRINGS RD, CONOVER NC 28613
Name on Permit: MARTINRAY HOLDINGS LLC
Property Size: Acres 63
Directions: Corner of Springs Rd and Hall St
Owner/Authorized Representative Acknowledgement of l'crmit Receipt
fos
AZI certify that I am the owner or authorized agent(owner's authorization required)representing the owner of
The property described above.
DS
N,(/1As the property owner or authorized representative, I have received the above referenced
��rrrit(s)as requested in the application for service EliPR-07-2022-41590,by the following method(s):
Received in Person
i Facsimile"Transmittal (Return form with signature required)
4/ Electronic Image'I•ransmittal/E-mail (Return receipt required)
oS
NCIAs the property owner or authorized representative I have reviewed and understand the specific conditions
NM
the permit issued, and further understand that all applicable regulatory requirements specified under the
North Carolina Laws and Rules for Sewage Treatment and Disposal Systems(15A NCAC 18A.1900),
and/or Well Construction Standards(15A NCAC 2C .0100), shall apply to the issuance of this permit and
the construction of the wastewater system and/or water supply well permitted.
Permit Issue Date: 07/21/2022 , Docusigned by:
NICI4 Ak.cini1lI.
Owner/Authorized Representative Signature •—AC8OF9SB15FA4FF:
-9? Date 7/23/2022
Documentation of Permit(s)Transmittal
(permit transmitted by electronic or other means)
Permit transmitted h, (name of person sending permit)
__
Signatureq E Date/Time l/)l j)a _
Method: Fax J Entail US Mail Other
Os ncr's request to sent) b the atm%e indicated method of transmittal in lieu of signature
We wantt tto hear from yoaPlease ttake a few momentts tto complctte our custtomcr service survey att
http://www.surveymonkey.com/s/EHCusttomerService
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County: Catawba
This Section for Local Health Deportment Use Only f 5 o 2 5 r-gin (�9 f
Initial submittal received: 7/11/20 by RP
Date Initials Lot (// v
1
Permit Number: IMPV-07-2022-176178
G.S. 130A-335(a4)states the following: 'If a local health department fails to act on an application for an improvement permit
submitted pursuant to subsection(a3)of the section within 10 business days of receipt of a complete application, the local health
department shall issue the improvement permit.'
In accordance with G.S. 130A-335(a3)the improvement permit application is:
O Incomplete(If box is checked,information in this section is required.)
The following items are missing:
Copies of this were sent to the LSS and the Owner on
Date
State Authorized Agent: Date:
❑ Denied(See attached report.)
Copies of this were sent to the LSS and the Owner on
Date
State Authorized Agent: Date:
O Complete 9
State Authorized Agent: Date of Issuance: 7/21/22
This Improvement Permit is issued pursuant to G.S. 130A-335 (a2),(a3),and (a4)using the signed and sealed LSS/LG evaluation(s)
attached here. The issuance of this permit by the Health Department in no way guarantees the issuance of other permits. The
permit holder is responsible for checking with appropriate governing bodies in meeting their requirements. This site is subject to
revocation if the site plan,plat, or the intended use changes,or if information submitted in the application was falsified,
inaccurate or misleading. The Improvement Permit shall not be affected by a change in ownership of the site. This permit is
subject to compliance with the provisions of the Laws and Rules for Sewage Treatment and Disposal and to conditions of this
permit. The location and identification of all property lines,easements,water lines,and other appropriate utilities shall be the
responsibility of the owner.
The Department,the Department's authorized agents,and the local health departments shall be discharged and released from
any liabilities,duties,and responsibilities imposed by statute or in common law from any claim arising out of or attributed to
evaluations,submittals,or actions from a licensed soil scientist or licensed geologist pursuant to GS 130A-335(a2).
Improvement Permit Expiration Date:
7/21/27
*See attached site sketch*
County: catawba
IMPROVEMENT PERMIT FOR G.S.130A-335(a2)/SL2022-11
PIN/Lot Identifier: 37 3411752255
Issued To: MartinRay Holdings, LLC 11 '' /
Property Location: 4480 Springs Road ( 1 tL- f�. ,h r
Subdivision: Spring Farms Lot►+: 1 1 Block: Section:
L55 Report Provided: Yes ✓❑ No❑
If yes,name and license number of LSS: Wendell Overby
New Q Repair❑ Expansion ❑ System Relocation ❑
Proposed Structure: single family residential
Proposed Wastewater System Type: accepted (Initial) accepted (Repair)
Fill System:❑Yes No If yes,specify:❑ New ❑Existing (when adding more than 6 inches of fill to system area please provide a fill plan)
Proposed Design Daily Flow: 360 GPD Proposed LTAR(Initial): 3 Proposed LIAR(Repair): 3
Design Wastewater Strength: ✓❑domestic ❑high strength ❑industrial process
Number of bedrooms: 3 Number of Occupants: 6 Other:
Pump Required: ❑Yes ®No ❑May be required based upon final location and elevations of facilities
Artificial Drainage Required: ❑Yes ❑No If yes,please specify details:
Type of Water Supply: ❑Private well ❑Public well 0 Municipal Supply ❑Spring ❑Other:
Drainfield location meets requirements of Rule.1945: Yes ✓❑ No❑
Drainfield location meets requirements of Rule.1950: Yes E No❑
Permit valid for:0 Five years[site plan submitted pursuant to GS 130A-334(13a)] ❑No expiration(plat submitted pursuant to GS 130A-334(7a)]
Permit conditions:
n/a
Licensed Soil Scientist Print Name: WendellOverby
Licensed Soil Scientist Signature: W11 t .lrre-itre Date: 7/11/22
The LSS evaluation is being submitted pursuant to and meets the requirements of G.S.130A-335(a2).
`See attached site sketch`
-4,
SOIL I FORESTRY
SERVICES
OF THE CAROLINAS, PA
July 8, 2022
Catawba County Environmental Health
Attn: Robbie Phelps
25 Government Drive
Newton,NC 28658
Re: Improvement Permit Submittal for Spring Farms Lot 11 (a@i 4480 Springs Rd-
Conover)
Mr. Phelps,
Attached please find sealed soil notes as well as site plans and design related data for a 3-
bedroom accepted(25%reduction) system using gravity distribution.
"The LSS evaluation is being submitted pursuant to and meets requirements of GS 130A-
335(a2),"
Owner/Buyer: MartinRay Holdings, LLC
Signature:
Wendell Overby, LSS
Signature: L!4¢14411 01.4t. y
Seal: O i,SQSOEisc„; ..,
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CI' LrA
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SOIL & FORESTRY
SERVICES
OF THE CAROLINAS. PA
A design for a 3 Bedroom
ACCEPTED Septic System
using GRAVITY distribution
for Spring Farms, Lot#11
Contents: Page
Information for the Installer 1
Design Information
Design Specifications 2
Layout Specifications 3
Site Plan----________________— 4
Calculations---- 5
Soil Descriptions — ------------- 6-7
Jul 2022
Design By: W Overby
Spring Farms, Lot#11
INFORMATION FOR THE INSTALLER
• Tanks shall be approved by DHHS, and certification supplied by the manufacturer.
* 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
* 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.
▪ Elevations at pinflag locations should be checked by the installer prior to beginning
• Septic tank riser shall be a minimum of 6"above finished grade.
* System specified as ACCEPTED type using GRAVITY distribution
* Repair specified as ACCEPTED type using GRAVITY distribution
* System trench depth specified at 24"
* System trenches installed on 9' minimum; 3'wide trenches
Spring Farms, Lot# 11
ACCEPTED GRAVITY SYSTEM
FOR WASTEWATER TREATMENT
Business (if applicable): Martin Ray Holdings, LLC
Contact: Nick Marinelli
Phone: 704-622-2772
Email: nick@landandluxury.com
County: Catawba
Location: Spring Farms
Design Specifications
Source of Wastewater Flow: 3 bedroom home
Estimated Daily Wastewater Production: 360 gpd
Drain field Size: 300 If
Loading Rate: 0.3 gpd/ft.2
Trench Depth: 24 in
Trench Width: 36 in
Septic Tank Size: 1000 gal
Spring Farms, Lot#11
LAYOUT SPECS
Daily Flow(gpd) 360 Jul 2022
LINE# FLAG FLAGGED DESIGN
BS HI FS ELEV
COLOR — — — LENGTH LENGTH
TBM
INSTR. 1
EXTRA
1 Red 2.80 92 0
SYSTEM
2 Orange 3.30 106 104
3 Yellow 4.00 113 112
4 Blue 4.90 91 84
REPAIR
5 Pink 5.70 86 84
6 Red 6.30 84 80
7 Orange 6.90 83 68
8 Yellow 7.30 83 68
LINE LIAR SYSTEM REDUCTION TRENCH
LENGTH GPD/FT4 TYPE TYPE DIST DEPTH
SYSTEM 300 0.300 ACCEPTED 25% GRAVITY 24
REPAIR 300 0.300 ACCEPTED 25% GRAVITY 24
Notes: "All measures in feet
**Nitrification lines are demonstrated on contour via colored pin flags
"BS and FS indicate rod readings
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GRAPHIC SCALE (bry
1" = 40' 6.N.
40 0 40 80
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s t 111YOUc aplmo�►ems IIIL FIIEITIY of die CarolCarolinas,° 'PA ,-
Bpi IIAP GT/IWBIA 00.NC 818 Davidson Dr NW
,rar.Y iElIICEI �NC 28025 i 4, 1CO
OR?Mt OAIRCILINAIS,pa
Spring Farms, Lot# 11
Calculations
Designer W Overby
Project Name Spring Farms
Project# 21-1151
Project MM YYYY Jul 2022
Lot#(if applicable) 11
f Business(if applicable) Martin Ray Holdings, LLC
LIJ Contact Nick Marinelli
c� Phone 704-622-2772
Email nick@landandluxurv.com
County Catawba
Bedrooms 3
Daily Flow 360
System LTAR 0.3
System Type ACCEPTED
System Distribution GRAVITY
} System Trench Depth 24
Required Feet of Line(system) 300
Repair LTAR 0.3
Repair Type ACCEPTED
4.7 Repair Distribution GRAVITY
Repair Trench Depth 24
Required Feet of Line(repair) 300
Sheet 1 of 2
PROPERTY ID 5: 373411752255
COUNTY: CATAWBA
SOIL/SITE EVALUATION
for ON-SITE WASTEWATER SYSTEM
1Comolete all fields in full)
OWNER: MartinRay Holdings,LLC APPLICATION DATE:
ADDRESS: DATE.EVALUATED: 11Hof2o21
PROPOSED FACILITY: 3 Bedroom PROPERTY SIZE:
LOCATION OF SITE: Spring Farms-Lot 11 PROPERTY RECORDED:
WATER SUPPLY: Drivaic Dwell DSpring 1ther
EVALUATION METHOD: DAueer Borine IZIPit DCut TYPE OF WASTEWATER: QSewaee Dlndustrial Process ❑Mixed
P SOIL MORPHOLOGY OTHER
R
(.1941) PROFILE FACTORS
F 1940 HORIZON PROFILE
LANDSCAPE
I DEPTH .1942 CLASS
L POSITION/ (IN.) .1941 .1941 SOIL .1943 .1956 .1944 <AR
F. SLOPE% STRUCTURE/ CONSISTENCE/ SOIL SAPR RESTR
TEXTURE MINERALOGY WETNESS/DEPTH CLASS IIORIZ
p COLOR
0-6 DB SCL WFS FR SS SP N/A 48 N/A 0.3
U6% 6-48 R C WFS FR SS SP
3
0-9 B L WMG FR SS SP N/A 50 N/A
U6% — 0.3
9-50 R C WMS FR SS SP F ROCK
1.5
0-12 B SL WFG FR SS SP N/A 48 N/A 0.3
L/4% 12-48 R C WMS FR SS SP F ROCK
15
0 0-9 B SCL WFS FR SS SP N/A 52 N/A 0.3
U5/o 9-30 YCWMS FISSSP
30-52 BRCWFS FRSSSP
0-7 YB SL WFG FR SS SP N/A 0.3
U6% 7-26 B SCL WFS FR SS SP N/A 50
3,4 26-50 RCLWFS FRSSSP
SVii. C'
DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM SITE C Si r�•� )" PS
Available Space 1945 oT�,.�� •
P (• 1 300 300 *nail .5-0i -,, )OVERBY
SystemType(s) ACCEPTED ACCEPTED .'UOT E )i -' .
Site LTAR .3 ; .3 1 t!.
ti.-.t,acCil�C'
COMMENTS: PIT 30,34 d 35 DUG 05/05/2022 w.
PIT 51 DUG 05/2012022
Updated February 2014
1
•
Sheet 2 of 2
PROPERTY ID#: 373411752255
COUNTY: CATAWBA
SOIL/SITE EVALUATION
for ON-SITE WASTEWATER SYSTEM
(Complete all fields in full
P SOIL MORPHOLOGY OTHER
R (.1941) PROFILE FACTORS
.10
I AND9S4CAPE HORIZON
L POSITION/ DEPTH
F SLOPE% (IN.) .1941 .1941 .1942 .1943 .1956 .1944 PROFILE
SOIL.
STRUCTURE/ CONSISTENCE/ SOIL SAPR RESTR CLASS
TEXTURE MINERALOGYW F'I NEbb/ DEPTH CLASS HORI7. &1 TAR
COLOR
�% 0-8 B SL WFG FR SS SP N/A 43 N/A
8-43 BRCWFS FRSSP
35 43 ROCK 0.3
U5% 0-10 BLS WFG VFR NS SP N/A 50 N/A
10-50 BRCWMS FRSSSP
51 0.3
0- N/A
0- N/A
0- N/A
' / 0 N/A
COMMENTS:
Updated February 2014
•
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Rear- 'p i/2'ore county not.late M hereby beady Mel_
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EI
ENBO w ore su.arwu el the formate anointmentOman of Record: Mort1NRoy Holding, LLC
Deed
defereD.B.
3736, Pg. 782
y'�y p 00 •7 hand end offload"°'
M4 ny day of 2O22 PloR Reference: N/A
P/N: 3734-1175-2255
Proudly Surveying bedeR County Job Number211138053.0K(3111380.CR0)
0o0o0 Is69 Napery labor Reid Work: 12-2-2021
6s0 SKNAL HILL LM%1f La.s7AMSNLL1.NC 2E625
ANON((Me)878-0661 ivy spoons,ROOF. Pat Date: 8-8-2022
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