HomeMy WebLinkAboutIMPV-07-2022-176171.TIF CATAWBA COUNTY Case# IMPV-07-2022-176171
4 t II Public Health Department Subdivision Spring Farms
.,n 'r Environmental Health Division PIN# 373411752255
PO Box 389,25 Government Drive,Newton,NC 28658 LOT# 7
1.42 w
Site Address: 5234 HALL ST, CONOVER NC 28613
Name on Permit: MARTINRAY HOLDINGS LLC
Property Size: Acres.67
Directions: Corner of Springs Rd and Hall St.
Owner/Authorized Representative Acknowledgement of Permit Receipt
y_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-07-2022-41585,by the following method(s):
Received in Person
Facsimile Transmittal (Return form with signature required)
Y
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 I8A.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:07/2112022
Owner/Authorized Representative Signature
Date
Documentation of Permit(s)Transmittal
(permit transmitted by electronic or other means)
Permit transmitted by (name of personsending permit)
Signature tg
J
Date/Time 1 I D1 W
Method: Fax 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 youPlease ttake a few momentts tto complette our custtomer service survey art
http://www.surveymonkey.com/s/EHCusttomerService
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ehpernm 07/21/2022 11:55
County: Catawba
This Section for Local Health Department Use Only 5—Z 3'1 144 if f f
Initial submittal received: 7/11/20 by RP
Date lnitio's L a t 7
Permit Number: IMPV-07-2022-176171
G.S. 130A-335(a4)states the following: 'If a local health deportment fails to act on on 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: _ �/�"'"►" if 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)/5L2022-11
PIN/Lot Identifier: 373411752255
Issued To: MartinRay Holdings, LLC 11
Property Location 4480 Springs Road (cr.
H-.1 1 i rJ
Subdivision: Spring Farms Lot#: 7 Block: Section:
LSS Report Provided: Yes Q 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: vppbps (Initial) vppbps (Repair)
Fill System: ❑Yes ❑No If yes,specify:E 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 LTAR(Repair): -3
Design Wastewater Strength:J 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 QNo If yes,please specify details:
Type of Water Supply:D Private well E Public well Q Municipal Supply ❑Spring ❑Other:
Drainfield location meets requirements of Rule.1945: Yes Q No❑
Drainfield location meets requirements of Rule.1950: Yes Q No❑
Permit valid for:Z 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: UI¢rt ¢ D� 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*
lr
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 7 (@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 VPPBPS (50% 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
Signature:
Wendell Overby, LSS
Signature: (iA c1LeeQum,_
Seal: p Sat S>.
5
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741,
SAIL & FD_ RESIRY
SERVICES
()V 1 VIE CAROLINAS. HA
A design for a 3 Bedroom
VPPBPS Septic System
using MANIFOLD distribution
for Spring Farms, Lot#7
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: W Overby
Spring Farms, Lot#7
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 OHHS, 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 VPPBPS type using MANIFOLD distribution
* Repair specified as PANEL BLOCK type using LPP distribution
* System trench depth specified at 30"
* System trenches installed on 9' minimum; 3'wide trenches
Spring Farms, Lot# 7
PRESSURE MANIFOLD DOSED SYSTEM
FOR WASTEWATER TREATMENT
Business (if applicable): MartinRay Holdings, LLC
Contact: Nick Marinelli
Phone: 704 622-2772
Email: nick(t�landandluxurv.com
County: Catawba
Location: Spring Farms
Design Specifications
Source of Wastewater Flow: 3 bedroom home
Estimated Daily Wastewater Production: 360 gpd
System Flow: 21.33 gpm
Drain field Size: 200 If
Lateral Length Required: 200 If
Loading Rate: 0.3 gpd/ft_`
Trench Depth: 30 in
Trench Width: 24 in
Total Area Trench Bottom: 400 sf
Septic Tank Size: 1000 gal
Pump Tank Size: 1000 gal
Estimated Supply Line Length: 154 If
Supply Line Diameter: 2 in. SCH 40 PVC
Supply Line Volume: 22,64 gal
Dosing Volume: 91.42 gal
Pump Draw Down*: 4.4 in
Pressure Head: 2 ft
Friction Head: 1.46 ft
Elevation Head: 6.00 ft
Total Dynamic Head: 9.61 ft
Threaded Union: In Tank
Gate Valves: 1 in Tank: 1 @ manifold
Check Valves: In Tank
Anti-Siphon Hole: n/a
Zoeller Model 53
Recommended Pump: or County Approved Effluent Rated Pump
Capable of Delivering 10 ft.of Head at 21
gpm Total Flow
Spring Farms, Lot#7
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 Yellow 3.1 96.9 70 68
2 Blue 3.6 96.4 64 64
3 Pink 3.8 96.2 72 68
REPAIR
4 Yellow 4.2 95.8 78 76
5 Red 4.0 96.0 59 56
6 Orange 4.0 96.0 42 40
7 Yellow 4.10 95.9 29 28
LINE LTAR SYSTEM REDUCTION TRENCH
LENGTH GPD/FT2 TYPE TYPE DIST DEPTH
SYSTEM 200 0.300 VPPBPS 50% MANIFOLD 30
REPAIR 200 0.300 VPPBPS 50% LPP 30
Notes: **TBM is assumed to be 100'
**All measures in feet
**Nitrification lines are demonstrated on contour via colored pin flags
**BS and FS indicate rod readings
•
Spring Farms, Lot# 7
SYSTEM FLOW
PRESSURE MANIFOLD DESIGN SPECIFICATIONS
Line# Color Elev Length Hole Size Flow/Tap qpd Trench Area Line LTAR #of Panels
1 Yellow 96.9 68 SCH 40 1/2 7.11 120 204 0.6 16
2 Blue 96.4 64 SCH 40 1/2 7.11 120 192 0.6 15
3 Pink 96.2 68 SCH 40 1/2 7.11 120 204 0.6 16
total feet= 200 gal/min = 21.33 46
Design Flow 360
Pump Run to Dose 360 gpd= 16.88
Soil LTAR 0.3
Panel LTAR 0.60
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LOT7 1 40 0 40 80
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sHEET ITILIt PROJECT MAIM sotl s Fa..._ss.be. isigtigi .kr.1
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'if SKETCH MAP CATAWBA,NC 813 Davidson Dr NW
JULY 2092 IEIIIIEI Canoed NC 29025 K
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Spring Farms, Lot#7
Calculations
Designer W Overby
Project Name Spring Farms
Project# 21-1151
Project MM YYYY Jul 2022
o Lot#(if applicable) 7
Business (if applicable) MartinRay Holdings, LLC
w Contact Nick Marinelli
Phone 704 622-2772
Email nicks landandluxurv.com
County Catawba
Bedrooms 3
Daily Flow 360
System LTAR 0.3
System Type VPPBPS
System Distribution MANIFOLD
System Trench Depth 30
Supply Line Length 154 If.
Supply Line Volume 22.638 gal.
Required Feet of Line (system) 200
Repair LIAR 0.3
Repair Type PANEL BLOCK
Panel Vertical or Horizontal VERTICAL
w Repair Distribution LPP
Repair Trench Depth 30
Required Feet of Line (panel repair) 200
Amount of Line from Layout 200 ft.
Gallons per Minute 21.33 gpm
Required Septic Tank Capacity 1000 gal.
Minimum Standard Tank Size 1000 gal.
Li- Lateral Line Volume 130.6 gal.
r- Dosing Volume 91.42 gal.
Tank Draw Down 4.4 in.
a Pump Run Time 4.29 minutes
Elevation Head 6 ft.
Pressure Head 2 ft_
Friction Factor 0.95 ft./100 ft. (From the interpotater)
`-. Friction Head 1.46 ft.
Friction Head +10% 1.6093 ft.
Total Dynamic Head 9.61 ft.
Pump Recommendation Zoeller Model 53
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PROPERTY ID a: 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: 05/05/2022
PROPOSED FACILITY: 3 Bedroom PROPERTY SIZE:
LOCATION OF SITE: Spring Farms-LOT 7 PROPERTY RECORDED:
WATER SUPPLY: DPrivate Elwell DSDring ElifIkther
EVALUATION METHOD: DAuger Boring [Pit DCut TYPE OF WASTEWATER: E Sewage Dlndusirial Process DMixed
P SOIL MORPHOLOGY OTHER
R
(.1941) PROFILE FACTORS
F LANDSCAPE HORIZON PROFILE
1 POSITION/ DEPTH .1942 CLASS
L .1941 .1941 .1943 .1956
1944
F SLOPE% (IN) STRUCTURE! CONSISTENCE! SOIL SOIL SAPR RESTR <AR
TEXTURE MINERALOGY WETNESS! DEPTH CLASS HORIZ
# COLOR
0-9 RB SL WFG FR SS SP N/A 50 N/A 0.3
L/6% 9-17 B SCL WMS FR SS SP
24 17-33 RCWMS FRSSSP
33-50 BR CL WFS FR SS SP F/SAP
° 0-12 YB SL WFG FR SS SP N/A 55 N/A 0.3
L/3/0 12-17 YRSCLWMS FRSSSP
25 17-38 R C WMS FR S SP
38-55 BR CL WFS FR SS SP F/SAP
a- N/A
a N/A
o- N/A
I I OTHER FACTORS(.1946):
DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM SITE CLASSIFICATION(.1948): ffor.` CIFAvailable S ace(.194 ; nB c� "t\ I
P 5) 200 200 EVALUATED BY: OVERBYt:�gW 0
System Type(s) VPPBPS VPPBPS OTHER(S)PRESENT: `. • 11 I
Site LTAR .3 .3 . r;!b - r
'-i • i s p1
COMMENTS: � �P�
Updated February 2014
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gr=ia ewer()prsenmy append Care.*n4 raga soy no eras Clines Township, Catawb0 County, NC
Owners o Record: AfinHoy■B®�W IM dm mmorran of M foremast sa s foret hafrume. oa.dgb Deed Reference: D.B.37,3ti, Ppdd82 LW
1041 Cy�•._ � Menses my nand and official seal, Plot Reference: N/A
��pf the.Me___*y of__ 202E PIN: 3734-1175-2255
Proudly Surveying Iredeli County Job Numbs:21113805.ADIfG(3111380.CRD)
Since 1984 rotary rhe/b
ado SIGNAL/e1 PIM[xT.,STAYSAIL.MC teen Field Worts I2-2—Z021
SHOW(704)878-9ee1 My e.nmawn,7n,e Plat Date: 8-8-2022
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