HomeMy WebLinkAboutIMPV-07-2022-176177.TIF �_� CATAWBA COUNTY Case# IMPV-07-2022-pringFrms176177
• .�. Public Health Department Subdivision Sa
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Environmental Hn
PO Box 389,25 GovernmentealthDivisio Drive PIN# 373411752255,Newton,NC 28658 LOT# 10
*fifftli
Site Address: 4496 SPRINGS RD, CONOVER NC 28613
Name on Permit: MARTINRAY HOLDINGS LLC
Property Size: Acres 55
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.
As the property owner or authorized representative, I have received the above referenced
permit(s)as requested in the application for service EHPR-07-2022-41588, by the following method(s):
Received in Person
iFacsimile Transmittal(Return form with signature required)
Electronic Image Transmittal/E-mail (Return receipt required)
f. 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: 07/21/2022
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)
Signature Date/Time 1/ lI.),
Method: Fax°(f_
Email US Mail Other
Owner's request to send by the above indicated method of transmittal in lieu of signature
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County: Catawba
This Section for Local Health Department Use Only 414 91 J e t n g f i(j
Initial submittal received: 7/11/20 by RP
Date Initials L e f' 1 0
Permit Number: IM PV-07-2022-176177
G.S. 130A-335(a4)states the following: 'lfa 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 LS5 and the Owner on
Date
State Authorized Agent: Date:
0 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: �!�� PAb 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)/512022-11
PIN/Lot Identifier: 373411752255
Issued To: Martin Ray Holdings, LLC
Property Location: 4480 Springs Road 04104 J2d
Subdivision: Spring Farms Lot#: 10 Block: Section:
LSS Report Provided: Yes 0 No 0
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) hppbps (Repair)
Fill System:❑Yes J No If yes,specify:❑New 0 Existing (when adding more than 6 inches of fill to system area please provide a fill plan)
Proposed Design Daily Flow: 360 GPO Proposed LTAR(Initial): •25 Proposed LTAR(Repair): .275
Design Wastewater Strength:0 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: El Yes ❑J 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 0
Drainfield location meets requirements of Rule.1950: Yes Q No❑
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: W&Itigell r µ -4.1 Date: 7111/22
The LSS evaluation is being submitted pursuant to and meets the requirements of G.S.130A-335(a2).
'See attached site sketch'
lfr
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 10 (@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: /4= ;;;L----
Wendell Overby, LSS
Signature: ifALosc ae(:)04, :y
Seal: �J
/<9 SOIL s`► .a
! .,taN_ ` Rat
11 i r�'1
SSIL I FORESTRY
SERVICES
OF THE CAROLINAS. PA
A design for a 3 Bedroom
ACCEPTED Septic System
using GRAVITY distribution
for Spring Farms, Lot#10
Contents: Page
Information for the Installer --------------------------- 1
Design Information
Design Specifications----------------------------------------- 2
Layout Specifications----___—____—____--- _____ 3
SitePlan-------------------------- -- --------------------------------- ----- 4
Calculations--- 5
Soil Descriptions ------. 6
Jul 2022
Design By: Wendell Overby
Spring Farms, Lot#10
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 DHHS, and certification supplied by the that must be considered
along with all other considerations.
* 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 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.
* 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 HPPBPS type using LPP distribution
* System trench depth specified at 12"
* System requires 10" soil cap
* System trenches installed on 9' minimum; 3'wide trenches
Spring Farms, Lot#10
ACCEPTED GRAVITY SYSTEM
FOR WASTEWATER TREATMENT
Business (if applicable): MartinRay Holding, 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
Estimated Daily Wastewater Production: 360 gpd
Drain field Size: 360 If
Loading Rate: 0.25 gpd/ft.`
Trench Depth: 12 in
Trench Width: 36 in
Septic Tank Size: 1000 gal
Spring Farms, Lot# 10
LAYOUT SPECS
Daily Flow(gpd) 360 Jul 2022
LINE# FLAG FLAGGED DESIGN
BS HI FS ELEV
COLOR — — — LENGTH LENGTH
TBM 0,0 0.0
INSTR. 1 0.0
REPAIR
1 ORANGE 2.7 40 40
2 YELLOW 3.2 40 40
3 BLUE 3.6 41 40
4 PINK 4.1 43 40
5 RED 4.7 147 40
6 ORANGE 5.2 127 20
SYSTEM
7 RED 4.7 147 96
8 ORANGE 5.2 127 96
9 YELLOW 5.9 68 68
10 BLUE 6.5 56 56
11 PINK 7.9 44 44
LINE LTAR SYSTEM REDUCTION TRENCH SOIL
LENGTH GPD/FT2 TYPE TYPE DIST DEPTH CAP
SYSTEM 360 0.250 ACCEPTED 25% GRAVITY 12 10"
AT-GRADE
REPAIR 220 0.275 HPPBPS 50% LPP 15 10"
Notes:
**AII measures in feet
**Nitrification lines are demonstrated on contour via colored pin flags
**BS and FS indicate rod readings
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Q1 LOT��MAP GTAWBA NC 813 Doodd000 Dr NW
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O/T.i MAMA .M
Spring Farms, Lot# 10
Calculations
Designer Wendell Overby
Project Name Spring Farms
Project# 21-1151
Project MM YYYY Jul 2022
0 Lot#(if applicable) 10
Z Business(if applicable) MartinRay Holding, LLC
Contact Nick Marinelli
co Phone 704-622-2772
Email nick(c�landandluxurv.com
County Catawba
Bedrooms 3
Daily Flow 360
System LTAR 0.25
w System Type ACCEPTED
System Distribution GRAVITY
co
>- System Trench Depth 12
Required Feet of Line (system) 360
Repair LTAR 0.275
Repair Type HPPBPS
Repair Distribution LPP
Repair Trench Depth 15
Required Feet of Line (repair) 218
Sheet 1 of 2
PROPERTY ID#: 373411752255
COUNTY: CATAWBA
SOIL/SITE EVALUATION
for ON-SITE WASTEWATER SYSTEM
(Comolete all fields in full)
OWNER: MartinRay Hddinos,LLC APPLICATION DATE:
ADDRESS: DATE EVALUATED: 11/10/2021
PROPOSED FACILITY: 3 bedroom PROPERTY SIZE:
LOCATION OF SITE: Spring Fame-Lot 10 PROPERTY RECORDED:
WATER SUPPLY: OPrivate [—KM airing lather
EVALUATION METHOD: DAueer Borine QN'ii Dcuc TYPE OF WASTEWATER: QSewaee DIndusirial Process DMixed
r SOIL MORPHOLOGY OTHER
R
(.1941) PROFILE FACTORS
F .1940 HORIZON PROFILE
LANDSCAPE
I POSITION/ DEPTH .1942 CLASS
1 )N. .1943 .1956 .1944
L (SLOPE% STRUCTURE/ CONSISTENCE/ SOIL SOIL SAPR RESTR <AR
TEXTURE MINERALOGY WETNESS/ DEPTH CLASS HORIZ
II COLOR
0 0-10 B SL WFG FR SS SP N/A 20 N/A 0.1
L/7/0 10-20 R C WFS FR SS SP
14 20 ROCK
0-9 B L WMG FR SS SP N/A 50 N/A
U4% — 0.3
9-50 R C WMS FR SS SP F ROCK
15
•
0-7 B SL WFG FR SS SP NIA 50 N/A 0.3
L/6% 7-30 R C WFS FR SS SP
29 30-50 R CL WFS FR SS SP F/C SAP
0-7 B SL WFG FR SS SP N/A 52 N/A 0.3
L/14% 7-36 RCWMS FRSSP
30 36-52 R CL WFS FR SS SP
0-8 B SL WFG FR SS SP N/A 0.3
L/6% 8-43 BR C WFS FR S SP N/A 43
35 43 ROCK
I 1946):
.
DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM Stre �' �;NOEtt 48): PS
Available Space(.1945) 327 218 i W, ' �. '' Al1E BY: OVERBY I
r.
System Type(s) ACCEPTED HPPBPS 'l `(It E NT:
�-",
Site LTAR 25 275 ;^ -12i
COMMENTS: PITS 29,30&35 DUG 05/05/2022
PITS 48-50 DUG 05/20/2022
Updated February 2014
Sheet 2 of 2
PROPERTY ID#: 373411752255
COl1NTY: CATAWBA
SOIL/SITE E‘ALUAT1DN
for ON-SITE WASTEWATER SYSTEM
(Complete all fields in full!
v SOIL MORPHOLOGY OTHER
R (.1941) PROFILE FACTORS
0 .1940
LANDSCAPE HORIZON
L
POSITION/ DEPTH
E SLOPE% (IN.) 1941 .1941 1942 .1943 .1956 .1944 PROFILE
SOIL.
STRUCTURE/ CONSISTENCE/ SOLI. SA PR RESTR CLASS
TEXTURE NiINERALOC� 1►'E PNE:SS/ DEPTH CLASS IIORIL
COLOR <AR
U3% B SL WFG FR SS SP N/A 27 N/A
6-27 R C WMS FR SS SP
48 27- ROCK 0.25
L/4% 0-8 B SL WFG FR SS SP N/A 30 N/A
8-30 R C WMS FR SS SP
30 ROCK 0 275
US°6 0-10 B SL WFG FR SS SP N/A 30 N'A
10-30 R C WMS FR SS SP
50 30 ROCK 0.275
0-
• 0- N,A
0- N/A
COMMENTS:
Updated February 2014
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i: :a..°�"W rrra°ye4°0r Qua Wove pe a:r shin:dvr mid Ada o.Mdp.t Owners of Record: UartinRay Holding, L.LC
BENsOw Deed Reference: D.H. 3736, Pg. 782
OW" 4y�j� wen...my hand and d ankletmotPlot Reference: N/A
4 g y mr M._dry per aoaz PIN: 3734-1175-2255
Proudly surveying node Courtly _ Job Number.2111380S3.0WD(3111380.CRD)
Since 1989 Notary Public
030 SIGNAL MU Mir EV,STA/ESMLLE NC 20025 field Work: 12-2-202T
MOVE(704)878-0001 My arnmlwon expos Plat Date: 6-8-2022
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