HomeMy WebLinkAboutIMPV-02-2023-190224.tif CATAWBA COUNTY
Public stealth Department Subdivision
Environmental Health Division PINS 461901094974
PO Box 389,25 Government Drive,Newton,NC 28658 LO I!J 2
Site Address: 1316 MOLLYS BACKBONE RD, CATAWBA NC 28609
Name on Permit: "ERICA FRAZIER
Property Size: Acres 1.23
Directions: NC 10 Left 2nd Ave SE, Right 2nd ST SE, Right Rhyne RD, Left Husdon Chapel RD, Left Long Island RD,
Right Monbo RD, Left Lowe ST, lot on Right
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
11�� the property described above.
( As the property owner or authorized representative, I have received the above referenced
I permit(s)as requested in the application for service RBNR-03-2022-40526,by the following method(s):
Received in Person
T Facsimile Transmittal(Return form with signature required)
4 Electronic Image'I'ransmittal/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:02/28/2023
'erica 'PoJ t14t
Owner/Authorized Representative Signature ____ ___Y____.__________
.� Date 3/17/2023
Documentation of Permit(s)Transmittal
(permit transmitted by electronic or other means)
Permit transmitted by .__ (name of person sending permit)
______BiL Signature _ Date/Time �;.JJj 7J'3
Method: Fax J 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
IMPROVEMENT PERMIT FOR G.S. 130A-335(a2)/5L2022-11
PIN/Lot Identifier: 471003004052
Issued To: Erica Frazier
Property Location: 1316 Molly's Backbone
Subdivision: n/a Lot#: Block Section:
LSS Report Provided: Yes ✓❑ No❑
If yes,name and license number of LSS: Wendell Overby 1218
New Q Repair❑ Expansion ❑ System Relocation ❑
Proposed Structure: single family residence
Proposed Wastewater System Type: accepted (Initial) accepted (Repair)
Fill System:❑Yes Q 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 LTAR(Repair): .275
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:0 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❑Q No❑
Permit valid for:E Five years[site plan submitted pursuant to GS 130A-334(13a)] 0 No expiration[plat submitted pursuant to GS 130A-334(7a)]
Permit conditions:
IP replaces prior approval. Some of previous drain field trenches to be covered for site work/landscaping. This approval
involves replacing the prior trenches lost.
Licensed Soil Scientist Print Name: Wendell Overby
Licensed Soil Scientist Signature: GrJ Oive.4.6ry Date: 2/14/23
The LSS evaluation is being submitted pursuant to and meets the requirements of G.S.130A-335(a2).
*See attached site sketch*
1116 /l o 1(y `f County: Catawba
This Section for Local Health Department Use Only
Initial submittal received: 2l`15123 by RP
Dote initials
Permit Number: IMPV-02-2023-190224
G,S. 130A-335(a4) states the following; 'If o local health deportment 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
deportment 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
Dote
State Authorized Agent: Date:
❑ Denied (See attached report.)
Copies of this were sent to the LSS and the Owner on
Dote
State Authorized Agent: Date:
Complete 4i,
State Authorized Agent: Date of Issuance: 2/28/23
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: 2/28/28
"See attached site sketch'
)3! 7,ftol!q 611-1/Ntic
SOIL & FORESTRY
SERVICES
uF TI4C CAROLINA3. PA
February 14, 2023
Catawba County Environmental Health
Attn: Robbie Phelps
25 Government Drive
Newton, NC 28658
Re: Improvement Permit Submittal for 1304 Molly's Backbone
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 attached to this application is to be used to issue an Improvement
Permit in accordance with GS 130A-335(a2)and (a3)."
Owner/Buyer: Erica Frazier
Signature:_ fY1LA' 'r itr
"The I.SS evaluation is being submitted pursuant to and meets requirements of GS I 30A-
335(a2).
Wendell Overby, LSS
Signature: et.4444.ii 0l-Qi d
Seal:
tiiit—;s4 \
4OF"
l '
SOIL & FORESTRY
SERVICES
OF THE CAROLINAS, PA
A design for a 3 Bedroom
ACCEPTED Septic System
using GRAVITY distribution
for 1304 Mollys Backbone
Contents: Page
Information for the Installer---------- ------------ 1
Design Information
Design Specifications------------------------------ 2
Layout Specifications— 3
Site Plan --_------- -------- 4
Calculations — 5
Soil Descriptions------- ------- 6-7
Feb 2023
Design By: Wendell Overby
1304 Mollyfs Backbone, Lot#
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 ACCEPTED type using MANIFOLD distribution
* System trench depth specified at 18"
* System trenches installed on 9' minimum; 3'wide trenches
* Add 3"soil cap to system trenches
* Site likely dictates need for plastic septic tank
1304 Mollys Backbone, Lot#
ACCEPTED GRAVITY SYSTEM
FOR WASTEWATER TREATMENT
Contact: Erica Frazier
Phone: 619 618-6500
Email: erica.nicole.f@gmail.com
County: Catawba
Location: 1304 Mollys Backbone
Design Specifications
Source of Wastewater Flow: 3 bedroom home
Estimated Daily Wastewater Production 360 gpd
Drain field Size: 304 If
Loading Rate: 0.3 gpd/ft.`
Trench Depth: 18 in
Trench Width: 36 in
Septic Tank Size: 1000 gal
1304 Mollys Backbone, Lot#
LAYOUT SPECS
Daily Flow (gpd) 360 Revised Feb 2023
LINE# FLAG FLAGGED DESIGN
BS HI FS ELEV
COLOR — — — LENGTH LENGTH
TBM 0.0 0.0
INSTR. 1 0.0
REPAIR
1 Pink 1.2 56 56
2 Red 1.9 56 56
3 Orange 2.8 56 56
4 Yellow 4.0 56 56
5 Blue 5.4 56 56
6 Pink 6.8 56 56
SYSTEM
7 Pink 89 76
8 Red 1.4 90 76
9 Orange 3.8 80 76
10 Yellow 6.2 81 76
LINE LTAR SYSTEM REDUCTION TRENCH SOIL
LENGTH GPD/FT2 TYPE TYPE DIST DEPTH CAP
SYSTEM 304 0.300 ACCEPTED 25% GRAVITY 18 3"
REPAIR 336 0.275 ACCEPTED 25% MANIFOLD 23 0
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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SHEET TITLE: PROJECT NAME: Soil & Forestry Services '�r' •
a m gO 2 o T N A
_ of the Carolinas, PA II D G a o 1 2
o r2,1 SEPTIC SYSTEM LAYOUT MOLLY'SABACKBONE 111E I F11EuT1r ZIER 813 Davidson Dr NW m" a, n Dry
rq SKETCH MAP CATAWBA COUNTY Concord NC 28025 0 o a, i m
FEBRUARY 2023 1E11111E1
Dr THEM;� usablesoil®gmail.com o
980-439-5007
soil an dforestryservices.com
1304 Mollys Backbone, Lot#
Calculations
Designer Wendell Overby
Project Name 1304 Mollys Backbone
Project# 22-1018
Project MM YYYY Feb 2023
u_
Lot#(if applicable)
z_ Business (if applicable)
w Contact Erica Frazier
Phone 619 618-6500
Email erica.nicole.f@gmail.com
County Catawba
Bedrooms 3
Daily Flow 360
System LTAR 0.3
w System Type ACCEPTED
System Distribution GRAVITY
System Trench Depth 18
Required Feet of Line (system) 300
Repair LTAR 0.275
cc Repair Type ACCEPTED
a Repair Distribution MANIFOLD
Lu
Repair Trench Depth 23
Required Feet of Line (repair) 327
,Sheer 1 of 2
PROPERTY lD 4: 471003004052
COUNTY: CATAWBA
SOIL/SITE EVALUATION
for ON-tiff l:WASTEWATER SYSTEM
(Complete all fields in full)
OWNER: ERICA FRAZIER APPLICATION DATE:
ADDRESS: DATE EVALUATED: 2110/2022
PROPOSED FACILITY: 3 BEDROOM PROPERTY SIZE: 1.18
LOCATION OF SITE: 1304 MOLLYS BACKBONE PROPERTY RECORDED:
WATER SUPPLY: QI'rivatc DWeII DSnring D)ther
EVALUATION METHOD: Auger Boring Tit Cut TYPE OF WASTEWATER: ESewaee DIndustrial Process OMixed
• r SOIL MORPHOLOGY OTHER
R
(.1941) PROFILE FACTORS
F .1940 HORIZON
LANDSCAPE PROFILE
I. POSITION/ DEPTH .1941 .1941 .1942 CLASS
.1943 .1956 .1944
SLOPE°/. (IN.) SOIL <A R
E STRUCTURE/ CONSISTENCE/ SOIL SA PR RESTR
TEXTURE MINERALOGY WETNESS/ DEPTH CLASS IIORIZ
p COLOR
0-10 YSCLWFA FRSSSP
L/8% N/A 40 N/A N/A .275
1040 R C WFS FR S SP
40- ROCK SAP
° 0-7 Y CL WFG FR SS SP N/A 54 N/A N/A ,3-.35
L 10% 7-3B R C WMS FR SS SP
2 38-54 R CL WMS FR SS SP
0-10 Y CL WFG FR SS SP N/A 46 N/A N/A 3
L/10% 10-26 R C WFS FR SS SP
3 26-46 R SCL WFS FR SS SP
46 ROCK/SAP
° 0-9 Y CL WFG FR SS SP N/A 48 N/A 3-_35
L/10/° 9-28 R C WMS FI SS SP
4 28-48 RCLWFS FRSSSP
48-60 R L WFS VFR NS NP C SAP
0-5 Y CL WFG FR SS SP
N/A
L/12% 5-32 R C MS FR S SP N/A 48
W .3-.35Y.
OSL
32-48 R CL WMS FR SS SP (...
S48-53 VAR SL MASS VFR NS NP OM. O��•r
OTIIFR F'AC'1'ORS(.1946): 44.:r
DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM SITE CLASSIFICATION(.1948): \ . . jF I
Available Space(.1945) 300 327 EVALUATED BY: 0"S RES.�ksz1tir I
System Types) ACCEPTED ACCEPTED OTHER(S)PRESENT: `-•3_�faiOMPSON I
Site LTAR .3 .275 I
COMMENTS:
Updated February 2014
Sheet 2 of 2
PROPERTY ID#: 471003004052
COUNTY: CATAWBA
SOIL/SITE EVALUATION
for ON-SITE WASTEWATER SYSTEM
(Complete all fields in full)
r SOIL MORPHOLOGY OTHER
R (.1941) PROFILE FACTORS
0 .1940
F LANDSCAPE HORIZON
I POSITION/ DEPTH
.1942
E SLOPE% (IN.) .1941 .1941 SOIL .1943 .1956 .1944 PROFILE.
STRUCTURE/ CONSISTENCE/ SOIL SAPR RESTR CLASS
# TEXTURE MINERALOGY WETNESS/
COLOR DEPTII CLASS IIORIZ <AR
L/24% 0-6 Y CL WFG N/A 'rock N/A N/A
6-32 R C WFS FR SS SP Inclusion
s 32-54 BR SCL MS FR SS SP C SAP 32-54
W
L/24% N/A
Y CL WFG 40 N1A N/A
8-40 RC WMS FR SS P
• 40 ROCK 3
L 124% 0-8 Y CL WFG N/A N/A
32 F':,
8-32 RC WMS FR SS SP
e 32-B0 VAR SL MASS VFR NS NP
L/24% 0-7 Y CL WFG N/A 52 N/A N;n.
7-42 RC WMS FR SS SP
9 42-52 R CL WFS FR SS SP _
L/27% 0-8 B L WFG FR SS SP N/A 50 N/A N/A
8-34 R C WMS FR SS SP
B1 34-43 BR CL WFS FR SS SP F SAP .3-.35
43-50 YR L WMS FR SS SP C SAP
L/27% 0-8 B L WFG FR SS SP N/A 53 N/A dn',
8-36 RCWMS FRSSSP
36-43 BR CL WFS FR SS SP F SAP 3 3,
43-53 BR L WFS FR SS SP C SAP
COMMENTS:
Updated February 2014