HomeMy WebLinkAboutIMPV-06-2016-073332.TIF ■9 • CATAWBA COUNTY Case# IMPV-06-2016-073332
lak G Public Health Department Subdivision THAD AND HAROLD GABE
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< ,® H Environmental Health Division PIN# 461703117638
�0� PO Box 389, 100-A Southwest Blvd,Newton,NC 28658 LOT# 20
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NAME:ON PERMIT: NICKY WATTS, 117 RUTAN CT, MOORESVILLE NC 28117
Site Address: 4223 CASCADE ST, TERRELL NC 28682
Property Size: Square Feet: 20,908.80 Acres:0.48
Directions: HWY 150, Right onto Sherrills Ford Rd, Right onto Hob Lane, Left onto Cascade St, Property is on the 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 the
Ni...., property described above.
X
( % As the property owner or authorized representative, I have received the above referenced permit(s) as
I requested in e application for service EHPR-04-2016-23721 by the following method(s):
�./ Received in Person
Facsimile Transmittal (Return form with signature required)
Electronic Image Transmittal/E-mail (Return receipt required)
tr/ 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: 06/10/2016
Owner/Authorized Representative Signature t VG
Date -7. C°' I Co
Documentation of Permit(s) Transmittal
(permit transmitted by electronic or other means)
Permit transmitted by (name of person sending permit)
Signature Date/Time
Method: Fax Email US Mail Other
Owner's request to send by the above indicated method of transmittal in lieu of signature
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elipermit 06/10/2016 11:56 Page 3 of3
ycc>' • CATAWBA COUNTY El Case# IMPV-06-2016-073332
C n y Public Health Department f Subdivision THAD AND HAROLD GABF
.,i y Environmental Health Division PIN# 461703117638
\`sti� PO Box 389, 100-A Southwest Blvd,Newton,NC 28658 P •�'Z LOT# 20
0 : ' ' G
NAME ON PERMIT: NICKY WATTS, 117 RUTAN CT, MOORESVILLE NC 28117
Site Address: 4223 CASCADE ST, TERRELL NC 28682
Property Size: Square Feet:20,908.80 Acres:0.48
Directions: HWY 150, Right onto Sherrills Ford Rd, Right onto Hob Lane, Left onto Cascade St, Property is on the Right.
Improvement Permit
Facility: Primary Residence - House
Permit Category: New Septic Bedrooms 3
WATER SUPPLY: Private Well
Basement? Yes Basement Plumbing?
INITIAL SYSTEM SPECIFICATIONS
Permit Valid: Expires In Five Years: _X_ No Expiration:
Projected Daily Flow 360 g.p.d
Proposed Wastewater System: 50% REDUCTION
Type: IIIB- SYSTEM W/SINGLE EFFLUENT PUMP
PUMP REQUIRED
Permit Conditions: The existing well will require proper abandonment prior to septic drainfield installation. *This will
require a well abandonment permit.
*This Improvement permit is issued in accordance with the design submitted by Adrian Pruett LSS.
*No grading or cuttting for the house is allowed within 25 feet of the proposed repair system_-
REPAIR SYSTEM SPECIFICATIONS
Repair System Required? Not Required, has space
Proposed Wastewater System: 50% REDUCTION
Type: BIB - SYSTEM W/SINGLE EFFLUENT PUMP
PUMP REQUIRED
Landscaping or other site alterations that potentially divert groundwater or surface water toward the septic system, or prevent proper
drainage away from the septic system, including the direction of gutter flows or foundation drains, is not approved, and may result in failure to
approve the initial system installation,or the suspension/revocation of existing permits.
The issuance of this permit by the Health Department does not guarantee the issuance of other permits. II is the responsibility of the
applicant/property owner to insure that all Catawba County Planning/Zoning and Building Inspections requirements are met. This
Improvement Permit is subject to revocation if the site plan,plat or the intended use changes,or if site conditions are altered. The
Improvement Permit is not affected by a change in ownership of the property. This permit was issued in compliance with the
provisions of the North Carolina 'Laws and Rules for Sewage Treatment and Disposal Systems' (15A NCAC ISA.1900). Neither
Catawba County nor the Environmental Health Specialist warrants that the septic tank system will continue to function
satisfactorily for any given period of time.
Robbie Phelps 06/10/2016
AUTHORIZED STATE AGENT APPROVAL DATE
Permit Expiration Date: 06/10/2021
No grading or construction activity is allowed in areas designated for system and repair without approval of the Health Department.
ehpennit 06/10/2016 11:56 Page 1 of3
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OVERHEAD UTILITIES DU
Physical Survey of Lot 20, of Thad Gabriel Property
Carolina Soil & Septic Consulting, PLLC
1498 Carson Rd., Cleveland, NC 27013
Phone: (704)202-5791 Email: adrianpruett @yahoo.com
NC Licensed Soil Scientist,SC Professional Soil Classifier,
Certified Septic System Operator,Licensed Septic Installer,
Certified Septic Inspector
Attached is a proposed design for a PPBPS Septic System with
PRESSURE MANIFOLD distribution for a 3 bedroom single family residence on
Lot 20 of Thad and Harold Gabriel Property,Catawba County,North Carolina.
Contents: Page
Installer Information 1
Design Information
Install Specifications 2
Field Layout Specifications 3
Pressure Manifold Tapsheet 4
Typical Pressure Manifold Diagram 5
Site Plan/System Plan 6
Dosing Calculations 7
Profile Descriptions 8
May 31,2016
Job Number: 2016-016
Design By: Adrian L. Pruett LSS
INSTALLER INFORMATION:
- The permit should be read very carefully prior to submitting bid. The following
are details that must be considered along with all other considerations.
- Tanks shall be approved by NC DHHS, and certification supplied by the
manufacturer.
- All tanks shall be properly back filled and compacted to prevent slump at a later date.
- The installer is responsible for final grades and returning that grade to original,
with exception of added structural features.
- The supply trench shall be compacted to eliminate any 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.
- 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 has no more than 1/4"fall in
10 feet with no high or low areas within. If high or low areas do exist after trench
excavation, high areas should be removed rather than filling in low areas. Do not
over excavate trenches! Any fine grading should be completed by hand with a rake
and shovel, leaving no loose material.
- All pipe openings in the tanks shall be properly grouted. This also applies to the
joints around the riser.
- Earth dams, constructed of relatively impervious material, shall be installed at the
beginning and end of each lateral to prevent unwanted lateral water movement.
- 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 pin flag locations should be checked by the installer prior to beginning
trenches to insure accuracy.
- Pump tank riser should be 6" above grade, control panel should be 12" above grade.
- If septic tank risers are used they should be a minimum of 6" above finished grade or within
6" of final grade if buried.
- Design precludes use of foundation drains on the residence.
- Backfill minimum of 6" of material (County Approved)over panels, rake trench walls, lime
side walls, install trenches 36" wide.
- System is specified as a Shallow PPBPS with Pressure Manifold Distribution.
- Repair is specified as at grade PPBPS with Pressure Manifold Distribution installation
- 3" of cover will be required to be brought in to maintain 6" of total cover.
- Property originally recorded 1963 allowing for 5' property line setbacks.
- Supply line must be installed exactly 5' off of property line using a 6" trencher not a backhoe
to reduce soil disturbance.
- Existing well will require proper abandonment prior to drainfield installation.
2
PRESSURE MANIFOLD SYSTEM
DESIGN SPECIFICATIONS
Drainfield Design Flow(gpd): 360
Loading/Soil Application Rate(gpdlft.2): 0.25
Depth of Gravel in Trench: NA (PPBPS )
Gravel Size: NA (PPBPS)
Total Lateral Length From Layout: 240
Total Lateral Length Required: 240
Trench Depth: 25 in.
Trench Width: 36 in.
Trench Bottom Area: 720
Septic Tank Size: 1000
Pump Tank Size: 1000
Estimated Supply Line Length: 167
Supply Line Diameter: 2 in. SCH 40 PVC
Supply Line Volume: 29.06
Dosing Volume: 201.60
Pump Tank Draw Down: 9.6
Supply Manifold Size: 4 in. SCH 80 PVC
Supply Manifold Length: 4 ft. (minimum)
Supply Manifold Volume: N/A
Recommended Dosing Controls: Float Control Switches as Required for
Control Panel or County Approved Equivalents
Recommended Control Panel: NEMA 4X Control Panel or Equivalent,
County Approved Control Panel.
Pressure Head: 2 ft.
Friction Head: 1.78
Elevation Head: 15.70
Total Dynamic Head: 24.81
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
Adrian L. Pruett, LSS
Owner: Pensco Trust Company
Address: 426 31st St.
Sunset Beach, NC 28468-4108
Buyer: Nicky Watts
Telephone Number: 704-453-1340
*Pump tank draw down based on an industry standard volume basis of 21 gallons per inch. Draw down
may vary among pump tank manufacturers.
3
FIELD LAYOUT SPECIFICATIONS
THAD AND HAROLD GABRIEL PROPERTY, LOT 20
LAYOUT FOR 3 BEDROOM HOME May 31,2016
FLAG FLAGGED DESIGN
LINE# COLOR BS HI FS ELEVATION LINE LENGTH LINE LENGTH
TBM 3.5 100.00
INSTR. I 103.50
HOUSE 10.40 93.10
TANK 12.70 90.80
1 PINK 2.00 101.50 32 32
2 RED 2.70 100.80 54 54
3 ORANGE 3.70 99.80 58 56
4 BLUE 4.60 98.90 46 42
5 PINK 5.20 98.30 58 56
6 RED 5.60 97.90 26 26
7 ORANGE 5.90 97.60 62 62
8 WHITE 6.40 97.10 59 59
9 PINK 7.10 96.40 58 58
10 RED 7.40 96.10 24 24
11 ORANGE 8.30 95.20 58 58
Total 535 527
LINE SYSTEM SOIL LTAR TRENCH
LENGTH TYPE GPD/FT' SYSTEM DISTRIBUTION
*System 240 MOD. 0.250 PPBPS PRESSURE
MANIFOLD
Repair 287 MOD. 0.225 PPBPS PRESSURE
MANIFOLD
Notes: **Repair is partial only,repair not required.
** TBM located at front right corner(all elevations are best estimates)
**AII measures in feet
**Nitrification lines are demonstrated on contour via colored pin flags
**BS,HI, and FS indicate rod readings
7
CALCULATIONS
Location THAD AND HAROLD GABRIEL PROPERTY
Lot No: 20
No. of Bedrooms Di
ti l
Design Flow 360 gal/day
LTAR 0.25 gPdrm
PPBPS RED.? (YES OR NO)?;;+3AYES.
Supply Line Length 167 ft.
Supply Line Volume 29.058 gal. FRICTION FACTOR
INTERPOLATER
Required Feet of Line 240 ft. 2"SCH 40 PVC
Amount of Line from Layout 240 ft. GPM f
20 0.84
Gallons per Minute 42.89 gat/mm !1a;+l��u : "":-0:8871(;11
25 127
Required Septic Tank Capacity 1000 gal. 511 j ' !'sPl ,.,µ;:k,1ti28r1iiJ
Minimum Standard Tank Size 1000 30 1.78
Panel Volume 3.6 35 2.37
Number of Panels 56 Ham!, .42125.1
Dosing Volume gram gal. 40 3.03
Note: Dosing Volume based on 95%of# gd(43..0111 1j :;3`.'48; C
of panels times 3.6gal/panel 45 3.77
50 4.58
rs;572111 I,�1 S 89
60 1 6:1421'.±
Tank Draw Down 9.6 Generic Draw Down of 27 gal.per in.
Pump Run Time 4.70 minutes
Elevation Head 1 '�I�N�, 115 17 ft.
Pressure Head I 'pt'u'1V2 ft.
Friction Factor :'. 1 78 ft./100 ft. (From the interpolates)
Friction Head 2.97 ft.
Total Dynamic Head (+20%) 24.81 ft.
DHHS Sheet_I ojI
PROPERTY ID#:-461703117631-
:_461703117638_
ON-SITE WASTEWATER SECTION COUNTY: Catawba
SOIL/SITE EVALUATION
for ON-SITE WASTEWATER SYSTEM
OWNER: Pensco Trust Company _ APPLICATION DATE
ADDRESS: 426 31"St., Sunset Beach,NC 28468 DATE EVALUATED: 5/25/16
PROPOSED FACILITY: 3 bedroom PROPOSED DESIGN FLOW(.1949): 360 gpd PROPERTY SIZE: 0.48 ac
LOCATION OF SITE: 4223 Cascade St.,Terrell PROPERTY RECORDED: yes
WATER SUPPLY: X Private ❑ Public ❑ Well ❑ Spring ❑ Other
EVALUATION METHOD: X Auger Boring ❑ Pit ❑ Cut TYPE OF WASTEWATER: X Sewage ❑ Industrial Process ❑ Mixed
e
R SOIL MORPHOLOGY OTHER
0
F (.1941) PROFILE FACTORS
1 .1940
L
E LANDSCAPE HORIZON .�_. ......-.._-...._
POSITION/ DEPTH 1942 PROFILE
# SLOPE°A (IN.) .1941 .1941 SOIL .1943 ,1956 .1944 CLASS
STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPRO RESTR & LTAR
TEXTURE MINERALOGY COLOR DEPTH CLASS IIORIZ
B LSS 0-12 B SL GR FR,SS.SP.SEXP 48" - - PS
5 12-16 YB SCI,GR/WFSBKFR SS SP SEXP
-FEW YB
16-74 YR C WFSBK Fl 5 P SEXP 0.25 GPD/SQFT
-COM.YB TO 41"
24-16 YR C WFSBK Fl S P SEXP
-CUR.2>41",
36-48 R CL WFSBK FR SS.SP.SEXP FEW YB
B LSS 0-6 B SL GR FR.SS.SP,SEXP 40" UN -
10% PS
6 6-14 YR C WFSBK FR.SS SP SEXP
-COM.YB 0.25 GPD/SQFT TO
14-77 YR C WFSBK FI S P SEXP 40"
-COM.YB
27-31 R C WFABK Fl S P SFXP
31-40 YR CL WFSBK FR,SS,SP,SEXP -CONJ.SAP.,COM.
40-48 VAR L/SCL WFSBK FR.SS-SP SEXP R CL,FEW R C
B LSS 0-8 B SL GR FR,SS.SP.SEXP 48" - - PS
6% -FEW/COM YB
7 R-24 YR C WFSBK FR SS SP SFXP
-COM YB,FEW
3, ,I ,:I. CHR.3>34",FEW 0.25 GPD/SQFT
HR.2>36"
40-48 R C WFSBK Fl S P SFXP -COM.YB,W FEW TO 36"
6AP.,FEW CHR,2
&3
B LSS 0-13 B SL GR FR,SS,SP,SEXP 48" - - PS
5%
8 13-30 YR C WFSBK FR,SS,SP,SEXP -FEW/COM YB
30-48 R C WFSBK Fl,S,P,SEXP -FEW/COM YB
0.25 GPD/SQFT
' DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM OTHER FACTORS(.1946): NONE
Available Space(.1945)
PS PS SITE CLASSIFICATION(.1948): PS
PM PPBPS PM PPBPS EVALUATED BY: ADRIAN L. PRUETT
System Typc(s) OTHER(S)PRESENT: NICKY WATTS
Site LTAR 0.25 GPD/SQFT 0.225 GPD/SQFT
COMMENTS: