HomeMy WebLinkAboutIMPV-11-2023-208961.tif 1 Permit#: ri,-Il-y -tog 96t
1
'`' '-,,, ROY COOPER•Governor
f,'' ^ 'clA NC DEPARTMENT OF KODY H.KINSLEY•Secretary
"'' ,- 'hr' HEALTH AND
i,v; -''- HUMAN SERVICES MARK BENTON•Deputy Secretary for Health
•.>> SUSAN KANSAGRA•Assistant Secretary for Public Health
Division of Public Health
Submittal Includes: (a2)Improvement Permit
(a2)Construction Authorization ❑Fee$
IMPROVEMENT PERMIT FOR G.S.130A-335(a2)
County:CO Vt o IoGt.
PIN/Lot Identifier:, 4(L 01554`19
Issued To: ski,- Lau,
Property Location: 515 S. ' Ave 03 a$c c-
Subdivision(if applicable)
Lot#: Block: Section:
LSS Report Provided: Yes 9No 0
If yes,name and license number of tSS: -nijQX ohlty 26r1. S it 18.
New Ery Expansion ❑ System Relocation.,k\A` ❑ Change of Use 0
C@
Proposed Structure: $\
Number of bedrooms: 4 Number of Occupants: SI Other:
Design Wastewater Strength:12'8Zmestic
❑high strength 0 industrial process
Proposed Design Daily Flow: 4' GPO Proposed LiAR(Initial):0•s-
�se ( ) Proposed LTAR(Repair):0 i aab
Proposed Wastewater System Type*: f\C I-CA (Initial) Pump Required: es
Proposed Wastewater System Type*: A � CI NO El May be required
ea (Repair) Pump Required: ErV—es ❑No ❑May be required
*Please Include system classification for proposed wastewater system types In accordance with 15A NCAC 18A.1961 Table V(a)
Saprolite System(initial):D Yes 0-No Saprolite System(repair):❑Yes 12-No
Fill System(Initial):❑Yes giqo if yes,specify:0 New 0 Existing (when adding more than 6 inches of fill to system area provide a fill plan)
Fill System(repair):D Yes Ericilf yes,specify:❑New ❑Existing (when adding more than 6 inches of fill to system area provide a fill plan)
Usable Soil Depth(Initial): LrE, Usable Soli Depth(Repair): 0
Max.Trench Depth(Initial)': Max.Trench Depth(Repair)::
A'o =Measured on the downh!!l side of the trench
Artificial Drainage Required: ❑Yes O'1vb If yes,please specify details:
Type of Water Supply:Q P'rivate well 0 Public well ❑Shared well ❑Municipal Supply ❑Spring 0 Other:
Dralnfleld location meets requirements of Rule.1945: Yes[" No❑ Drainfleld location meets requirements of Rule.1950: Yes❑----No
0
Permit valid for:g<ie years[site plan submitted pursuant to GS 130A-334(13a)] 0 No expiration[plat submitted pursuant to GS 130A-334(7a))
Permit conditions:
_.e 612s`i, %
Licensed Soil Scientist Print Name:‘ "f p� ��l D,, fU`,�L
Licensed Soil Scientist Signature: ,._._. „VjJ/7 y/ ) a
f /® -f'� Date: /°� �.}
The'SS evaluation Is being submitted pursuant to and meets the requirements of G.S.130A-335(a2).
*See attached site sketch*
NC DEPARTMENT OF HEALTH AND HUMAN SERVICES • DIVISION OF PUBLIC HEALTH
LOCATION:5805 Six Forks Road,Building 3,Raleigh,NC 27609
MAJuNG ADDRESS:1832 Mall Service Center,Raleigh,NC 27699-1632
www.ncdhha.00v • TEL•919-707-5854 • FAX.91g-R45-4479
Permit#: IMPV-11-2023-208961
515 8th Ave, Maiden
This Section for Local Health Department Use Only
Initial submittal received: 11/13/2023 by RP
Date initials
G.S. 130A-335(a3)states the following:
When an applicant for an Improvement Permit submits to a local health department an improvement Permit application,the permit fee charged by the local health
department,the common form developed by the Department,and a soil evaluation pursuant to subsection(a2)of this section,the local health department shall,
within five business days of receiving the application,conduct a completeness review of the submittal.A determination of completeness means that the Improvement
Permit includes all of the required components.if the local health deportment determines that the Improvement Permit is incomplete,the local health department
shall notify the applicant of the components needed to complete the Improvement Permit.The applicant may submit additional information to the local health
department to cure the deficiencies in the improvement Permit.The local health department shall make a final determination as to whether the Improvement Permit
is complete within five business days after the local health department receives the additional information from the applicant.If the local health department fails to
act within any period set out in this subsection,the applicant may treat the failure to act as a determination of completeness.The Department shall develop a
common form for use as the improvement Permit.
The review for completeness of this Improvement Permit was conducted in accordance with G.S. 130A-335(a3). This Improvement
Permit is determined to be:
❑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 Applicant on
Date
State Authorized Agent: Date:
Complete �
State Authorized Agent: i�'='4 ' Date: 11/27/2023
This Improvement Permit is issued pursuant to G.S. 130A-335(a2)and(a3)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 permit is subject
to revocation if the site plan, plat,or the intended use changes. 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 the conditions of this permit.
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: 11/27/2028
*See attached site sketch*
G.S. 130A-335(a2)Common Form 2 V.2023.07
SOIL & FfRES1RY
SERVICES
OF THE C:AROLINAS, PA
www.soilandforestryservices.com
Project#:23-0114
September 25`h,2023
Dustin Lawing
Attn: Dustin Lowing
Email:dustinlawing@gmail.com
RE: Soil&Site Evaluation for a 4 Bedroom Residence at 515 S.8th Avenue,8.977 ac Parcel,
PID#364610355479, Maiden, NC 28650,Catawba County, NC.
Dustin:
At your request Soil &Forestry Services of the Carolinas(S&FS) has performed soil/site evaluations on
parcel noted above. The Lot size is noted on the attached survey map&soil evaluation form.The
purpose of our work was to identify soil areas with potential to support subsurface wastewater disposal
systems and provide design details for Session Law submittals to Catawba County Health Department.
Site Conditions
At the time of our evaluation land cover on the property was mostly wooded on the property except the
cleared area for house and primary septic field.Topography within the evaluated area was gentle slope
near the house site with gentle percentage of slope in the proposed drainfield area. Property lines and
corners were marked at the time of the evaluation by Helton Surveying&Mapping, PLLC. The Surveyor
provided an Autocad File of the survey as a basemap. The proposed septic layout was located via GPS&
tape measure which was used to produce the attached Site Plan.The house envelope/pool was pinned
in the field by the owner.
Methodology
We evaluated soil areas through the use of auger borings& backhoe pits(previously dug). Soil
morphological conditions including color,texture, structure, etc.were reviewed in the field with four
boring locations and 5 backhoe pits on the property.They were flagged and located via GPS. All of the
auger borings and 4 of the backhoe pits are located in the proposed septic areas.Soil suitability was
determined by referencing 15A NCAC 18A.1900"Laws and Rules for Sewage Treatment and Disposal
Systems". Soil&Site Evaluation Forms were utilized to record the soil morphological data for each
boring.The house envelope was located via GPS.An on-ground layout of system and repair was
performed using a laser level. Pin flag locations of the layout were also located by GPS and tape
measure. Detailed system&repair information is summarized in the following paragraph for this Lot.
515 S.8th Avenue- PID#364610355479(See Attached Design)
The septic layout for this lot(9'centers)yielded a total of 543 linear feet of line.The primary system is
proposed as 500 linear feet of Accepted (20%Reduction)drainfield with pressure manifold distribution.
Trench depth(Low Side) is specified at 30 inches.The repair system is proposed as 534 linear feet of
Accepted (20% Reduction) drainfield with pressure manifold distribution. Trench depth (Low Side) is
specified at 20 inches.An on-ground layout of the repair field was not performed.There is 20,000 SF of
suitable area designated for the Repair.This is more than sufficient available space for the system
specified. Field contours will be established upon installation of repair.
Session Law Requirements
All information needed to issue the IP must be submitted with the application.The application shall
include all information described in 1SA NCAC 18A.1937(d)and be accompanied by a signed and dated
statement from the applicant (owner or owner's legal representative)that reads as follows:
"The LSS/LG evaluation(s)attached to this application is to be used to issue an Improvement
Permit in accordance with G.S. 130A-335(a2)and(a3)."
Owner 1 / Date
Print Name , JUST.1 G-6;G� 1 t'J
ie Signature r l)(r J-fir...— 1 I- 13 - 2-3
The LSS evaluation shall include a statement bearing the LSS seal and signature that reads as follows:
"The LSS evaluation is being submitted pursuant to and meets the requirements of G.S. 130A-
335(a2)."
Disclaimer
This report reflects the findings of S&FS, PA. This LSS evaluation is being submitted pursuant to and
meets the requirements of G.S. 130A-335(a2)."Any site modifications that impact the proposed septic
areas on the site may nullify this design for 515 S. 8th Avenue-PID#364610355479.System design
requirements and site requirements shall be adhered to for installation and Operations Permits to be
issued by the local Health Department. If you have questions regarding these requirements a Pre-
Construction meeting should be scheduled to discuss.Please contact S&FS if you have any questions
regarding this report or the - ir:*Y"r37A, - ion. S&FS also offers septic system inspection, wetland .
delineation and forest - lcesS 0 I L
sc
c, B A R f<
O�
Sincerely, CAL 4J` .,,,,iAif, r ciy 2A
VI
Vs....:. i: riot- <z-
12 31 , vl
S.Ashley Rollans, LSS �'A" �,P�`�
Attachment: Septic Desi. N•u • - or Local Health Department/NCDHHS
I understand that the documentation and fees,as required in G.S. 130A-335(a2), (a3),(a5), and (a6),
attached to this application are to be used to issue an Improvement Permit and/or Construction
Authorization pursuant to G.S. 130A-335(a2),(a3),and (a5). I understand that authorized county and
state officials are granted right of entry to the property indicated on this application to conduct
necessary inspections to determine compliance with applicable laws and rules. I understand that if
the information in the application for an Improvements Permit and/or Construction Authorization is
falsified,changed,or the site is altered,then the Improvement Permit and Construction
Authorization shall become invalid.
Applicant Si T)GI'Ll--. Date: ) 1- 13 2-3pp gnature:
NV Owner's Signature: � �`. Date: 11 - /3 - 23
Vir
FURESTRY
RE VUUE
III ffif 1 .11!I if If / A F'.1
www.soilandforestryservices.com
Attached is a proposed design for an Accepted (25% reduction)Septic System with
Pressure Manifold distribution for a 4 bedroom single family residence at 515 S.8th
Avenue, Maiden,28650 Catawba County,NC.PILO(364610355479).
Contents: Page
Information for the Installer 1
Design Information
Design Specifications 2_3
Layout Specifications • 4
System Tapsheet 5
Pressure Manifold Diagram 6
Site Plan/System Plan 7
Calculations 42��__s.o1,�__�C 8
Profile Descriptions -� - �"A. ROE- �'k 9
•Srnt�rt �9
ApplicationT.-='- --- - ,.. , 4y, • lent provided
r
IP Form ---- 4`. - ' , .
10
CA Form !.'• A.-- F P Ov
11
ri,'
NORTH C
September 25,2023
Project No.23-0114
Design By: Soil&Forestry Services of the Carolinas,PA
I J
1
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
manufacturer.
- Tanks shall be water tested prior to installation.
- 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
structure.
- 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.
- 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 for
installation.
- Elevations at pinflag locations should be checked by the installer prior to beginning
trenches.
Pumptank 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 is specified as an Accepted 25%reduction installation w/Pressure Manifold.
- Repair is specified as an Accepted 28%reduction installation with Pressure Manifold.
- Rake trench walls, lime sidewalls, install trenches 36" wide and have no more
than 1/4" fall in 10 feet.
2
PRESSURE MANIFOLD SYSTEM
FOR WASTEWATER TREATMENT
Owner/Applicant: Dustin Lawing
Address: 515 S.8th Avenue
Maiden,NC 28650
Phone: 828.217.3525
County: Catawba
Location: see above
Source of Wastewater Flow: 4Bedroom Single Family Residence
Estimated Daily Wastewater Production: 480 gpd
System Flow: 22.69
Design Specifications
Drainfield Size: 500
Loading Rate: 0.25
Depth of Gravel in Trench: NA(25% reduction )
Gravel Size: NA(25% reduction )
Trench Depth (low side): 30 in. Repair Trench Depth 20 in.
Trench Width: 36 in.
Septic Tank Size: 1000
Pump Tank Size: 1000
Estimated Supply Line Length: 134
Supply Line Diameter: 2 in. SCH 40 PVC
Supply Line Volume: 23.32
Dosing Volume: 228.55
Supply Manifold: 4 in. SCH 80 PVC
Supply Manifold Length: 4 ft. (minimum)
Supply Manifold Volume: N/A
Recommended Float Controls: SJE Sensor Float Control Switches as Required for
Control Panel or County Approved Equivalents
Recommended Control Panel: SJE-Rhombus Model 112 (NEMA 4x) Control
Panel or County Approved Control Panel.
Pressure Head: 2 ft.
Friction Head: 2.39
Elevation Head: 10.10
Total Dynamic Head: 16.66
Threaded Union: In Tank
Gate Valves: 1 in Tank
1 at Pressure Manifold
Check Valves: In Tank
Anti-Siphon Hole: NA
Additional Comments: Soil suitability was performed by Soil&
Forestry Services of the Carolinas, PA.
3
515 S. 8th Avenue
PRESSURE MANIFOLD DESIGN
DESIGN FLOW: 480
SOIL APPLICATION RATE: 0.25
TOTAL AREA TRENCH BOTTOM: 1500
TOTAL LATERAL LENGTH: 500
NUMBER OF FIELDS: 1
LATERAL LENGTH REQUIRED PER FIELD: 480
SUPPLY LINE LENGTH: 134
TOTAL DYNAMIC HEAD: 16.66
MANIFOLD SIZE: 4 in.SCH 80 PVC
DOSING VOLUME: 228.55
PUMP TANK DRAW DOWN*: 10.9
SEPTIC TANK SIZE: 1000
PUMP TANK SIZE: 1000
"Pump tank draw down based on a volume basis of 21 gallons per inch. Draw down
may vary among pump tank manufacturers.
4
Layout Specifications-515 S. 8th Avenue
Project#:23-0114
LAYOUT FOR 4 BEDROOM HOME September 25,2023
FLAG FLAGGED DESIGN
LINE# COLOR BS HI FS ELEVATION LINE LENGTH LINE LENGTH
TBM (TOG@OAK) 2.90 102.9 100.00
HOUSE (left rear) 6.70 96.20
PUMP TANK 8.00 94.90
INSTR. 1
1 YELLOW 3.70 99.20 70 70
2 BLUE 4.00 98.90 73 70
3 PINK 4.40 98.50 79 70
4 RED 4.80 98.10 86 82
S ORANGE 5.20 97.70 87 82
6 YELLOW 5.70 97.20 53 42
7 BLUE 6.20 96.70 48 42
8 PINK 6.80 96.10 47 42
Total 543 500
SOIL LOW SIDE
LINE LIAR SYSTEM LTAR TRENCH TRENCH
LENGTH GPD/FT2 TYPE GPD/FT2 SYSTEM DISTRIBUTION DEPTH
*System 500 0.250 ACCEPT. 0.250 25%RED PRESSURE 30"
MANIFOLD
Repair 534 0.225 ACCEPT. 0.225 25%RED PRESSURE 20"
MANIFOLD
Notes: **All measures in feet
**Nitrification lines are demonstrated on contour via colored pin flags
**Nitrification lines,pits,borings,house and pool were located by GPS.
I
5
PRESSURE MANIFOLD TAPSHEET-515 S. 8TH AVENUE
SYSTEM
Line# Color Elevation j,enetl* bole Size Flow/Tan Trench Ares Une LIAR
1 YELLOW 99.20 70 CONNECTED
2 BLUE 98.90 70 CONNECTED
3 PINK 98.50 70 CONNECTED
TOTAL LINES 1-2 98.50 210 SCH 80 3/4 10.1 630 0.18
4 RED 98.10 82 CONNECTED
5 ORANGE 97.70 82 CONNECTED
TOTAL LINES 4-S 97.70 164 SCH 40 1/2 7.11 492 0.15
6 YELLOW 97.20 42 CONNECTED
7 BLUE 96.70 42 CONNECTED
8 PINK 96.10 ¢2 CONNECTED
TOTAL LINES 6-8 97.20 126 SCH 801/2 5.48 378 0.15
total feet = 500 gal/min= 22.69
Des.Flow 480
Pump Run= 10.07
soil LTAR 0.25
LTAR+5% 0.2625
LTAR with ACCEPTED 0.333333333
LTAR with ACCEPTED+5% 0.35
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CALCULATIONS
Location 515 S. 8th Avenue
Maiden, NC 28650
Project Number 23-0114
Lot No: NA
No. of Bedrooms 4
Design Flow 480 gal/day
LTAR 0.250 gpd/w
25% RED.? (YES OR NO) YES
Supply Line Length 134 ft
Supply Line Volume 23.316 gal. FRICTION FACTOR
INTERPOLATER
Required Feet of Line 480 ft. 2"SCH 40 PVC
Amount of Line from Layout 500 ft. GPM f
20 0.84
Gallons per Minute 22.69 gal/min -0.88
25 1.27
Required Septic Tank Capacity 1000 gal. -1.28
Minimum Standard Tank Size 1000 30 1.78
-1.76
Lateral Line Volume 326.5 gal. 35 2.37
-2.25
Dosing Volume 228.55 gal. 40 3.03
Note: Dosing Volume based on 70%of 43.07 3.48
lateral line volume 45 3.77
48.14 4.28
50 4.58
57.11 5.89
60 6.42
Tank Draw Down 10.9 Generic Draw Down of 21 gainer in.
Pump Run Time 10.07 minutes
Elevation Head 10.1 ft.
Pressure Head 2 ft.
Friction Factor 1.78 ft./100 ft. (From the interpolater.)
Friction Head 2.39 ft.
Total Dynamic Head (+15%) 16.66 ft.
Sheet 1 of 1
PROPERTY ID#: 364610355479
COUNTY: Catawba
SOIUSITE EVALUATION
for ON-SITE WASTEWATER SYSTEM
(complete all fields in full)
OWNER: Dustin Lawing APPLICATION DATE:
ADDRESS: 120 Rockin J Rd Maiden NC 28650 DATE EVALUATED: 9/7/2023
PROPOSED FACILITY: 4 bedroom Residence PROPERTY SIZE: 8.98
LOCATION OF SITE: 515 S 8th Ave Maiden NC 28650 PROPERTY RECORDED: yes
WATER SUPPLY: ❑' Private CI Well ❑Spring 0 Other
EVALUATION METHOD: CI Auger Boring 2 Pit ❑Cut TYPE OF WASTEWATER: Q Sewage 0 Industrial Process ❑ Mixed
P
R
O SOIL MORPHOLOGY OTHER
.1940 (.1941) PROFILE FACTORS PROFILE
F LANDSCAPE HORIZON DEPTH CLASS
L POSITION/ (IN) <AR
E SLOPE% ,1941 .1941 •1942 .1943 .1956 .1944
STRUCTURE! CONSISTENCE/ SOIL SOIL SAPR RESTR
TEXTURE MINERALOGY WETNESS/ DEPTH CLASS HORIZ
rnl na
0-8 BSLGR FR SS SP PS 0.275 SHALL
8-29 RBCWMABK FR SS SP fsap PS 0.3 DEEP
P1 U5% 29-48 RBCLWFSBK FR SS SP f-csap 48
0-5 BSLGR FR SS SP
5-34 BRCWMABK/SBK FR SS SP fsap
P2 U5% 34-48 RBCLWFSBK FR SS SP fsap 48 PS 0.3
0-7 BSLGR FR SS SP
7-34 BRCWMABK/SBK FR SS SP fsap
P3 U5% 34-48 RBCLWFSBK FR SS SP csap 48 PS 0.275-0.3
0-14 BSLGR FR SS SP
14-33 YBSCWMSBK F SS SP cFe conc/depl
P4 U6% 33-48 YRSCWMSBK F SS SP cFe 48 PS 0.225
0-7 BSLGR FR S5 SP
7-39 BRCWMABK/SBK F SS SP fyell litho
P5 U6% 39-50 RBCLWFSBK FR SS SP fsap 50 PS 0.275-0.3
0-14 BSLGR FR SS SP
14-23 YBSCLWFSBK FR SS SP
B1 U6% 23-40 YRSC/CWMSBKJABK F SS SP fFe 50 PS 0.25
40-50 RBCUSCLWFSBK FR SS SP csap
0-11 BSLGR FR SS SP
11-25 BRCWMSBK F SS SP Q O IL S`
B2 U6% 25-50 RBSCLWFSBK FR SS SP -csap ,�r 1/4,- ����""1� �f/ PS 0.3
0-7 BSLGR FR SS SP ,� -_,1,. .. ` '
7-50 BRCWMSBWABK F SS SP -f-c Fe L1 ? `�i �' "' .tip lir I
83 V7% s�+ c `7 'r y
i�f i i 1 .t /{// 25
0-12 BSLGR FR SS SP tJ � .
12-39 RBC/SCWMABK/SBK F SS SP _fsap cFe chr3 ' (.(\
B4 U5% 39-50 RBSCLWFSBK FR SS SP _csap 50n .\ �5 qP .225
- 4Jili. / ti 'fir
�v ! 123 ,,..,Or
-. 1 NO RT �P
DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM OTHER FACTORS(.1946):
SITE CLASSIFICATION(.1948): PS
Available Space(.1945) PS PS EVALUATED BY: Ashley Rollans
System Types(s) ACCEPTED W/PM ACCEPTED W/PM OTHER(S)PRESENT: Chad Wagner
Site LTAR 0.25 0.225
COMMENTS:
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