HomeMy WebLinkAboutIMPV-07-2022-176173.tif gyp. CA AWHA COUNTY Case# IMPV-07-2022-1 76 1 73
t~ .i.li1 Public Health Department Newton,NC 28658 Subdivision Spring Farms
lii EnvironmentalPOBox389,25 Health DivisionGovernmentDrive, P[NLOTd# 9 373411752255
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Site Address: 4490 SPRINGS RD, CONOVER NC 28613
Name on Permit: MARTINRAY HOLDINGS LLC
Property Size: Acres .56
Directions: Corner of Springs Rd and Hall St.
Owner/Authorized Representative Acknowledgement of Permit Receipt
X_I certify that I am the owner or authorized agent(owner's authorization required)representing the owner of
the property described above.
iAs the property owner or authorized representative, I have received the above referenced
permit(s)as requested in the application for service EHPR-07-2022-41587, by the following method(s):
Received in Person
/ Facsimile Transmittal (Return form with signature required)
i Electronic Image Transmittal/E-mail (Return receipt required)
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 i J 2l f as
Method: Fax 451
Email US Mail Other
Owner's request to send by the above indicated method of transmittal in lieu of signature
We wantt tto hear from yoaPlease ttake a few momentts tto complette our custtomer service survey att
http://vvww.surveymonkey.com/s/EHCusttomerService
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ehpcnnit D7/21/2022 12:1 R
County: Catawba
This Section for Local Health Department Use Only `'f�f 1q p a � 7 r,yf y f �/
Initial submittal received: 7/11/20 by RP �✓
Dote Initials to/ 7
Permit Number: )MPV-07-2022-176173
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
4. AUS
State Authorized Agent: 4,14 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: 373411752255
Issued To: MartinRay Holdings, LLC
Property Location: 4480 Springs Road C141 et 0 p- .n y-,r n6
Subdivision: Spring Farms Lot#: 9 Block: Section:
LSS Report Provided: Yes Q No❑
If yes,name and license number of LSS: Wendell Overby
New❑✓ Repair❑ Expansion ❑ System Relocation ❑
Proposed Structure: single family residential
Proposed Wastewater System Type: accepted (Initial) drip (Repair)
Fill System: ❑Yes E 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 LIAR(Initial): -275 Proposed LIAR(Repair): .1
Design Wastewater Strength:2 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 Municipal Supply ❑Spring ❑Other:
Drainfield location meets requirements of Rule.1945: Yes Q No❑
Drainfield location meets requirements of Rule.1950: Yes 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: Wendell' / Overby
�
Licensed Soil Scientist Signature: W4.itGt i Ovs444 Date: 7I1 1/22
The LSS evaluation is being submitted pursuant to and meets the requirements of G.S.130A-335(a2).
*See attached site sketch*
1r
SOIL 1 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 9 (@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 pressure manifold distribution.
"The LSS evaluation is being submitted pursuant to and meets requirements of GS 130A-
335(a2)."
Owner/Buyer: MartinRay Holdings, LLC
Signature:AIP----
Wendell Overby, LSS
Signature: (Vag -I 0 41.- Arto SOt[S
Seal: 4. %.4 .1‘
-.'1�S 4 o
I. .y 1 r
4UIL I= I] R L51-CY
fi fE fZ ILL4
CIF- i ViE CAROLINA5, PA
A design for a 3 Bedroom
ACCEPTED Septic System
using MANIFOLD distribution
for Spring Farms, Lot#9
Contents: Page,
Information for the Installer 1
Design Information
Design Specifications 2
Layout Specifications 3
System Flow 4
Site Plan 5
Pump Specifications 6
Calculations 7
Pressure Manifold Specifications — 8
Soil Descriptions - 9
Jul 2022
Design By: Wendell Overby
•
Spring Farms, Lot#9
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
* Pump tank riser should be 6"above grade, control panel should be 12"above grade.
* Septic tank riser shall be a minimum of 6" above finished grade.
* System specified as ACCEPTED type using MANIFOLD distribution
* Repair specified as DRIP IRRIGATION type using DRIP IRRIGATION distribution
* System trench depth specified at 13"
* System requires 10"soil cap of county approved material
* System trenches installed on 9' minimum; 3'wide trenches
Spring Farms, Lot# 9
PRESSURE MANIFOLD DOSED SYSTEM
FOR WASTEWATER TREATMENT
Business(if applicable): MartinRay Holding, LLC
Contact: Nick Marinelli
Phone: 704 622-2772
Email: nickalandandluxurv.com
County: Catawba
Location: Spring Farms
Design Specifications
Source of Wastewater Flow: 3 bedroom home
Estimated Daily Wastewater Production: 360 gpd
System Flow: 28.44 gpm
Drain field Size: 328 If
Lateral Length Required: 327 If
Loading Rate: 0.275 gpd/ft_`
Trench Depth: 13 in
Trench Width: 36 in
Total Area Trench Bottom: 984 sf
Septic Tank Size: 1000 gal
Pump Tank Size: 1000 gal
Estimated Supply Line Length: 190 If
Supply Line Diameter: 2 in. SCH 40 PVC
Supply Line Volume: 27.93 gal
Dosing Volume: 149.93 gal
Pump Draw Down*: 7.1 in
Pressure Head: 2 ft
Friction Head: 3.08 ft
Elevation Head: 8.00 ft
Total Dynamic Head: 13.39 ft
Threaded Union: In Tank
Gate Valves: 1 in Tank: 1 @ manifold
Check Valves: In Tank
Anti-Siphon Hole: n/a
Zoeller Model 75
Recommended Pump: or County Approved Effluent Rated Pump
Capable of Delivering 13 ft.of Head at 28
gpm Total Flow
Spring Farms, Lot#9
LAYOUT SPECS
Daily Flow(gpd) 360 Jul 2022
LINE# FLAG FLAGGED DESIGN
BS HI FS ELEV
COLOR — — — LENGTH LENGTH
TBM 0.0 100.0
INSTR. 1 100.0
SYSTEM
1 Red 4.2 95.8 84 80
2 Orange 5.0 95.0 84 80
3 Yellow 6.1 93.9 84 84
4 Blue 7.0 93.0 84 84
REPAIR
SUBSURFACE DRIP IRRIGATION
LINE LTAR SYSTEM REDUCTION TRENCH SOIL
LENGTH GPDIFT2 TYPE TYPE DIST DEPTH CAP
SYSTEM 328 0.275 ACCEPTED 25% MANIFOLD 13 10"
REPAIR 1800 0.100 DRIP 0% DRIP 6 0
Notes: **TBM is assumed to be 100'
**AII measures in feet
**Nitrification lines are demonstrated on contour via colored pin flags
**BS and FS indicate rod readings
Spring Farms, Lot# 9
SYSTEM FLOW
PRESSURE MANIFOLD DESIGN SPECIFICATIONS
Line# Color Elev Length Hole Size Flow/Tap qpd Trench Area Flow/Line Line LIAR
1 Red 4.2 80 SCH 40 1/2 7.11 90 240 0.089 0.375
2 Orange 5.0 80 SCH 40 1/2 7.11 90 240 0.089 0.375
3 Yellow 6.1 84 SCH 40 1/2 7.11 90 252 0.085 0.36
4 Blue 7.0 84 SCH 40 1/2 7.11 90 252 0.085 0.36
total feet= 328 gal/min= 28.44
Design Flow 360
Pump Run to Dose 360 gpd= 12.66
Soil LTAR 0.275
Accepted LTAR 0.37
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Rildcre• Series
The Models 73 and 75 offer
This compact,robust pump fits into acc1
essible quality for the cost
smaller sump basins.The factory-set conscious.These submersibleOil
float switch is set to maximize pump pumps are designed for use in
range while ensuring no float hang residentialor light commercial
ups. The sturdy pump base keeps dewatering applications
larger debris from clogging the and can be used to transfer
pump and prevents the pump from moving around the pit. groundwater or effluent. The pump includes a cast iron
motor housingwith a corrosion-resistant,baked-on enamel U)
finish and is designed to provide great heat dissipation C from the motor,ensuring a long service life. T
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APPLICATIONS: APPLICATIONS: / M
• Residential sump 166.\\
• Water transfer �— \ 2
• New construction sump --l11I I.l�;i • Sump and dewatering systems -/-/119121;a
• New sump and residential \tSJ
SPECIFICATIONS: \ construction
• 1-1/2"NPT discharge
• Mechanical float SPECIFICATIONS:
• 1/3 HP(Model 73)and 1/2 HP(Model 75)
• Available with 10'(3 m)power cord
• 3/8"(9 mm)solids passing •
1-1/2"NPT discharge
•
For more information,see Technical Data Sheet FM2777. Thermally protected motor
• Available with 10'(3 m)power cord
• 3/8"(9 mm)solids passing
For more information,see Technical Data Sheets FM2897 and FM2849.
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MODELS 73/75
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FLOW PER MINUTE 111,141 FLOW PER MINUTE "'
0 All rights reserved. ZOELLER PUMP CO. 1502-778-2731 1800-928-7867 I zoellerpumps.com 5
Spring Farms, Lot#9
Calculations
Designer Wendell Overby
Project Name Spring Farms
Project# 21-1151
Project MM YYYY Jul 2022
o Lot#(if applicable) 9
z Business (if applicable) MartinRay Holding, LLC
w Contact Nick Marinelli
Phone 704 622-2772
Email nickallandandluxury.com
County Catawba
Bedrooms 3
Daily Flow 360
System LIAR 0.275
System Type ACCEPTED
System Distribution MANIFOLD
System Trench Depth 13
>- Supply Line Length 190 If.
Supply Line Volume 27,93 gal.
Required Feet of Line (system) 327
Repair LTAR 0.1
Repair Type DRIP IRRIGATION
w Repair Distribution DRIP IRRIGATION
Cr Repair Trench Depth 6
Amount of Line from Layout 328 ft.
Gallons per Minute 28,44 gpm
Required Septic Tank Capacity 1000 gal.
0 Minimum Standard Tank Size 1000 gal.
u_ Lateral Line Volume 214.184 gal.
a Dosing Volume 149.93 gal.
Tank Draw Down 7.1 in.
a Pump Run Time 5.27 minutes
2 Elevation Head 8 ft.
Pressure Head 2 ft.
>- Friction Factor 1.62 ft.1100 ft. (From the interpolaterl
Friction Head 3.08 ft.
Friction Head +10% 3.3858 ft.
Total Dynamic Head 13,39 ft.
Pump Recommendation Zoeller Model 75
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PROPERTY ID it: 373411752255
COUNTY: CATAWBA
SOIL/SITE EVALUATION
for ON-SITE WASTEWATER SYSTEM
(Complete all fields in full)
OWNER: MartinRay Holdings,LLC APPLICATION DATE:
ADDRESS: DATE EVALUATED: 11/10/2921
PROPOSED FACILITY: 3 bedroom PROPERTY SIZE:
LOCATION OF SITE: Spring Farms Lot 9 PROPERTY RECORDED:
WATER SUPPLY: DPrivate Dwell spring lather
EVALUATION METHOD: Auger Donna OPit DCul TYPE OF WASTEWATER: rilSewaue Dlndustrial Process DMixed
• P SOIL MORPHOLOGY OTHER
R
O .1940 (.1941) PROFILE FACTORS
F LANDSCAPE HORIZON PROFILE
1 DEPTH .1942 CLASS
L POSITION/ (IN.) 1941 .1941 .1943 .1956 .1944
E SLOPE% STRUCTURE/ CONSISTENCE/ 501E SOIL SAPR RESTR &I.IAK
TEXTURE MINERALOGY WETNESS/ DEPTH CLASS HORIZ
p COLOR
0-11 B SL WFG FR SS SP
U5% 11-30 - - N/A 30 N/A 0.275
R C WMS FR SS SP
P13 30 ROCK
' �% 0-10 B L WMS FR SS SP N/A 20 N/A 0.1
10-20 R C WFS FR SS SP
P14 20 ROCK
•
0-4 DBSLWFS FRSSSP
N/A 28 N/A 0.275
U4%
4-8 R SCL WMS FR SS SP
P26 8-28 R C WFS FRS P
-28- ROCK
0-4 R SL WFG FR SS SP
N/A 52 N/A 0.3
4-18 YB SCL WMS FR SS SP
P27 18-40 R C WFS FR SS SP
40-52 RB CL WFS FR SS SP C/SAP
0 0-10 YB SL WFG FR SS SP N/A 40 N/A 0 3
L/12/0 10-40 R C WMS FR SS SP
P28 40- ROCK
I I OTHER FACTORS(.1946):
DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM SITE CLASSIFICATION(.1946): PS
Available Space(.1945) 327 _ 1800 EVALUATED BY: OVERBY
System Type(s) ACCEPTED DRIP OTHER(S)PRESENT: SOIL S -,
Site LTAR .275 .1 1:, *{.NDC�/ C i
ern`':="'^1: tN
COMMENTS: PITS 26,27 3 28 DUG 05/05/2022 ,y 4tt4;. }'
BORING 47 05/19/2022 1 1. ; C �' r :t
• ••::C p ;C �J
Updated February 2014
•
•
•
Sheer 2 of 2
PROPERTY 1D#: 373411752255
COUNTY: CATAWBA
SOIIJSITE EVALUATION
for ON-SITE WASTEWATER SYSTEM
(Complete all fields in full)
SOIL MORPHOLOGY OTHER
R (.1941) PROFILE FACTORS
A .1940
LANDSCAPE HORIZON
POSITION/ DEPTH
.1942
E SLOPE% (IN.) .1941 .194I SOIL .1943 .1956 .1944 PROFILE
STRUCTURE/ CONSISTENCE/ SOIL SA PR RESTR CLASS
TEXTURE MINERALOGY WETNESS/
/ DEPTH CLASS HORIZ <AR
CU12% 0-10 B SL WFG FR SS SP NIA 48 N/A
10-16 BR SCL WMS FR SS SP
B47 16-31 R C MMS FR SS SP 0.3
31-48 R C WMS FR SS SP F SAP
0- N/A
0- N/A
B
0- N/A
0- NIA
0- N/A
COMMENTS:
Updated February 2014
1 •
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�' �� _�0.18 = ;� Review Officer Certificate
5 6 30 '' o'% State of Norte Crafho
__ Crnly of Coto..
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DItRM t Rados Mks,a Cotaeba
R/W n P.a e0.P4• `�.as• Cooney codify Met Ma map ppebt to one*the emmorro,th
1 1
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Legend ; 1 \� q
CAPS ON NOMIN£MS SET CON7NN THE ir Rode.OMcr Dote ----
SURVEYORS NAVE AND LICENSE NUMBER Lot 1
O*5....._._.. //r*Qfl Rea 5ET MOH YELL01#GAP P.B. 66, Pg. 85 Z
•an'.....__rnmTtNc exRf PIRE AS dross 12=10 QY1nc. •
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SI oP._...__DOlstrrin pews NIMBI S�yILMIlFsr
3[•� ROW 76•S 5!T z '� tn Mel• . 'Y4=MICS;.
T SWEET_ •
j1 t!e r PO£ Joe f 0 •'-fTiy$ �ia.7
a' . %e�, fiN�-1.'01ttbSe�f�,.40
• WATER uAtK' 4 Qwi Reis T lr7M throe r dare•en'. .c aT fii.MltC1E' LPISi_Mri}
11_.-...._.--PROPOSED RED APPLE TREE I f WPM N ' ', = ra.
Pas— FARM roETvrvxwriav NI.WBER f ti 17weC rbd•C ref..' N Mile a fit!• MEM a 500'w E fE1S_�
R47 EONSW CX?hCRL7£Poe`[ S, a511• N s63P61` '
COMO Certificate of Ownership do Dedication ■OAB . .•• E -
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R/W N old'IMr o Rnosbg ol,men by Man prew it..Met l(••)...My Mal I We ■IEMWW 9EFyf11/3._
Pm on)the owned)of the property nowt end reeasbed herd)
N15 V and Mot I(.J hree .Nno•I.dm this plat and ofhamml fa be Festers Aes
my de,ace red deed
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7tE ENE SURI 7p - BO 0 BD 1130 240
--___UE IqC SUMQiYFO •• •••••
••• �� fli RM.1f7-£1c-@hY UnE Nene/Poe..(pee.,I.R.,,,.men,etc.) DeLe GRAPHIC SCALE - MT I• e SO'
,_otvairAs u'LYE Zoning
Soma R-2O'Catm.o County) I/2•EF Notary
te•sides Ses.5. Nara aealera,c m'°d County Mo' Sabo: 'sloe of
Trent-Pro'
Side- f r $ foe __ .a Notary Palate r mkt
,,.a Spring Farms Ray
manly and wale do hesey certify Mat
TEn ---- Clines TownohO, Catawba County, NC
.snr(,)pranoey appeared belong m•the day and arinoMedped Owners of Record: MortinRay Holding. LLC
BENBDW
Me duo.reoultn of the formal.h,1rurnent
Deed Reference: D.8. 3736, Pg. 782
MMus my And and official.an'. Plot Reference: N/A
Ihb fed day of 202a. PIN: 3734-1175-2255
Proudly SuneyrnglydddoCounly Job Number:21 1 138053 0WD (3111380.CR0)
Sn a.189 Notary Public Field Work: 12-2-2021
620 SNie.4 left O M-EXT.,STArrsma,NC 18825
enovE(7De)878-9e81 My weenimtr,manse Plot Dote: 6-8-2022
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