HomeMy WebLinkAboutIMPV-07-2022-176019.tif •
CATAWBA COUNTY Case# IMPV-07-2022-176019
Public Health Department Subdivision Spring Farms
e ,,� Environmental Health Division PIN# 373411752255
PO Box 389,25 Government Drive,Newton,NC 28658 LOT# 6
/8.2 .
Site Address: 5228 HALL ST, CONOVER NC 28613
Name on Permit: MARTINRAY HOLDINGS LLC
Property Size: Acres .59
Directions: Corner of Springs Rd and Hall St.
Owner/Authorized Representative Acknowledgement of Permit Receipt
I certify that I am the owner or authorized agent(owner's authorization required)representing the owner of
the property described above.
XAs the property owner or authorized representative, I have received the above referenced
permit(s)as requested in the application for service EHPR-07-2022-41581, by the following method(s):
Received in Person
Facsimile Transmittal(Return form with signature required)
7 Electronic Image Transmittal/E-mail (Return receipt required)
it' As the property owner or authorized representative I have reviewed and understand the specific conditions
of 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: 07/19/2022
�j Owner/Authorized Representative Signature
Date
Documentation of Permit(s)Transmittal
(permit transmitted by electronic or other means)
Permit transmitted by_ (name of person sending permit)
SignatureC)// Date/Time I-] 3l I 1 ))
Method: Fax ;mail US Mail Other
Owner's request to send by the above indicated method of transmittal in lieu of signature
We wantt tto hear from yoiPlease ttake a few momentts tto complette our custtomer service survey aft
http://www.surveymonkey.com/s/EHCusttomerService/�
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(Alperin i i 07/19/2022 16:37
County: Catawba
This Section for Local Health Department Use Only S 22- 0 114 11
Initial submittal received: 7/11/20 by RP L o t
Date initials
Permit Number: IMPV-07-2022-176019
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:
❑ 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:
❑✓ Complete
State Authorized Agent: 7 a ' Date of Issuance: 7/19/22
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: 7/19/27
*See attached site sketch*
County: catawba
IMPROVEMENT PERMIT FOR G.S. 130A-335(a2)/5L2022-11
PIN/Lot Identifier: 373411752255
Issued To: MartinRay Holdings, LLC
Property Location: 4480 Springs Road 22,�' 4
Subdivision: Spring Farms Lot tt: 6 Block: Section:
LSS Report Provided: Yes❑J No❑
If yes,name and license number of LSS: Wendell Overby
New 0 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): .275
Design Wastewater Strength: ✓❑domestic 0 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:El Private well ❑ Public well ❑� Municipal Supply ❑Spring ❑Other:
Drainfield location meets requirements of Rule.1945: Yes El No❑
Drainfield location meets requirements of Rule.1950: Yes El No El
Permit valid for:❑✓ 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: Wendell Overby
Licensed Soil Scientist Signature: ""Q'' r'`110 4-e,- _ Date: 7/1 1/22
The L5S evaluation is being submitted pursuant to and meets the requirements of G.S.130A-335(a2).
*See attached site sketch*
ir
SUIL & FHRESTRY
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 6 (@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 I30A-
335(a2)."
Owner/Buyer: MartinRay Holdings, LLC
,:2--------------------
Signature:
Wendell Overby, LSS
Signature: Gt4 d Qp-0.4.44,
Seal: rf
SOIL & FORESTRY
SERVICES
OF THE CAROLINAS, PA
A design for a 3 Bedroom
ACCEPTED Septic System
using GRAVITY distribution
for Springs Rd, Lot#6
Contents: Page
Information for the Installer --- 1
Design Information
Design Specifications --- w_________________________________________-- 2
Layout Specifications 3
Site Plan 4
Calculations 5
Soil Descriptions-------- -- --- ---- ------------------ -------- 6
Jul 2022
Design By: W Overby
Springs Rd, Lot#6
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
Springs Rd, Lot# 6
ACCEPTED GRAVITY SYSTEM
FOR WASTEWATER TREATMENT
Business (if applicable): MartinRay Holding, LLC
Contact: Nick Marinelli
Phone: 704-622-2772
Email: nick(alandandluxury.com
County: Catawba
Location: Springs Rd
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
Springs Rd, Lot#6
LAYOUT SPECS
Daily Flow(gpd) 360 Jul 2022
LINE# FLAG FLAGGED DESIGN
BS HI FS ELEV
COLOR — — — LENGTH LENGTH
TBM
INSTR. 1
SYSTEM
1 Orange 1.2 57 56
2 Yellow 1.4 57 56
3 Blue 2.8 56 56
4 Pink 3.3 57 56
5 Orange 3.7 58 56
6a Yellow 4.1 58 20
REPAIR
6b Yellow 4.1 58 36
7 Blue 4.4 60 56
8 Pink 4.6 60 56
9 Red 5.6 60 60
10 Orange 6.8 60 60
11 Yellow 8.2 60 60
LINE LTAR SYSTEM REDUCTION TRENCH SOIL
LENGTH GPDJFT` TYPE TYPE DIST DEPTH CAP
SYSTEM 300 0.300 ACCEPTED 25% GRAVITY 24 0
REPAIR 328 0.275 ACCEPTED 25% GRAVITY 15 8"
ATGRADE
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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Springs Rd, Lot#6
Calculations
Designer W Overby
Project Name Springs Rd
Project# 21-1151
0 Project MM YYYY Jul 2022
u_
Lot#(if applicable) 6
Business (if applicable) MartinRay Holding, LLC
w Contact Nick Marinelli
O Phone 704-622-2772
a_ Email nick@Iandandluxury.com
County Catawba
Bedrooms 3
Daily Flow 360
System LIAR 0.3
w System Type ACCEPTED
System Distribution GRAVITY
j System Trench Depth 24
Required Feet of Line (system) 300
Repair LTAR 0.275
Repair Type ACCEPTED
a Repair Distribution GRAVITY
Repair Trench Depth 15
Required Feet of Line (repair) 327
Sheet 1 of 1
PROPERTY ID 5: 373411752255
COUNTY: CATAWBA
SOIL/SITE EVALUATION
for ON-SITE WASTEWATER SYSTEM
(Complete all fields in full)
OWNER: MarlinRay Holdings,LLC APPLICATION DATE:
ADDRESS: DATE EVALUATED: 11/10/2021
PROPOSED FACILITY: 3 bedroom PROPERTY SIZE:
LOCATION OF SITE: SPRINGS RD CONOVER NC-LOT 8 PROPERTY RECORDED:
WATER SUPPLY: DPrivatc ❑Well DSnring lather
EVALUATION METHOD: Auer Boring Pit DCut TYPE OF WASTEWATER: D.Sewage DIndustrial Process ❑Mixed
P SOIL MORPHOLOGY OTHER
R
.1940 (.1941) PROFILE FACTORS
F LANDSCAPE HORIZON _ PROFILE
1 POSITION/ DEPTH .1942 .1943 .1956 .1944 CLASS
1 SLOPE% (IN.) .1941 .1941 SOIL <AR
E STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SA PR RESTR
q TEXTURE MINERALOGY COLOR DEPTH CLASS HORIZ
0 0-11 B SL WFG FR SS SP N/A 30 N/A N/A 0.275
U8/0 11-30 R C WMS FR SS SP
13 30 ROCK
0-8 B L WMG FR SS SP N/A 40 N/A
U6% 0.3
8-19 R C WMS FR SS SP
19 19-48 R SC WFS FR SS SP F SAP
0-4 B SL WFG FR SS SP N/A 48 N/A 0.3
3% 4-24 BR C MMS FR SS SP
36 24-48 R CL WFS FR SS SP F/C SAP
5% 0-6 B SL WFG FR SS SP N/A 48 N/A 0.3
6-40 R C WMS FR SS SP _
37 40-48 BR CL WFS FR SS SP C/SAP
0-6 B SL WFG FR SS SP N/A
12% N/A 48 0.3
6�0 R C WMS FR SS SP
3e 40-48 BR CL WFS FR SS SP C/SAP
O t lk CTURS(.1946):
DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM (.1948): PS I
cI
Available Space(.1945) 300 327 'Jti .itt ;.,.wr:,L ,, '►*l D BY: OVERBY
System Type(s) ACCEPTED ACCEPTED rim.":,e' PR SENT: I
Site LTAR .3 .275 E•w •A 1 I
=1 S y. .*R f/
COMMENTS: PITS 36,37&38 DUG 05/05/2022 i� ;' ,�
Updated February 2014
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TED orr(.)pmeanaayqpparep before tee rho day and ocendW pines Township Catawba County, NC
•d9ed Owners of Record: AtartlnRay Holding, LLC
$EIV@OW the a.*Nat e/ rapohp Instrument
err Deed Reference: D.B. 3736, Pg. 782
,F' C,... Nereid
L� V" ar m._ cry of _ Plat Reference: N/A 2o2z PIN: 3734-1175-2255
Sin
ce
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sinGea• 57 Notary subs. Fhld Work: 12-2-2021
630=NAL au O M EXT.,..SUIESNLLE,NC 28E25
1H0YE(70e)676-96e1 ray aa„„nlett p rme5 _ Plot Dote: 6-8-2022
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