HomeMy WebLinkAboutRBPR-07-2023-45002.TIF 4'1 • THIS IS NOTA PERMIT Case# RBPR 07 2023-45002
ifi(r_11111y. CATAWBA COUNTY HEALTH DEPARTMENT PLAN REVIEW APPLICATION FOR ENVIRONMENTAL SERVICES
$ 2 sM Residential Building d g Plan Review- Building New
IMPROVEMENT-AUTH CONST- NEW WELL
/-e1disidrilred ,
Contractor *VALUE BUILD HOMES T/A LANDMARK HOMES OF PINEHURST,LLC (JOHN GARNER),PO
BOX 734,WEST END NC 27376
B:7042016532 TARYN@VALUEBUILDHOMES.COM
Owner PAMELA BETHEA,PO BOX 1296,HUNTERSVILLE NC 28070
C:843-230-3175 PAMELASINGLETARY2013@GMAIL.COM
NAME TO APPEAR ON PERMIT
Pamela Bethea
SITE ADDRESS 3670 CHEVLOT HILLS RD,SHERRILLS FORD NC 28673 PIN# 460712766075
of SUBDIVISION: Lot tt 2 Section/Block
PROPERTY SIZE: Square Feet Acres 1.21
DIRECTIONS: Hwy 150,Left onto Cheviot Hills, Lot is on the Right.
PRIMARY CONTACT: Owner SEWER TYPE: Septic Tank
GALLONS PER DAY: 480 WATER SUPPLY: Private Well
DESCRIBE WORK: **A2 IP, County issued AC and Well"2 story single family dwelling/4 bedrooms.
Well will be shared with 3670 Cheviot Hills Rd.
SITE INFORMATION
Do any of the following apply to the property for which this application is applied?
If the answer to any of the questions below is"YES",then supporting documentation is required:
Does this site contain any jurisdictional wetlands? No
Does this site contain any existing wastewater systems? No
Is any of the wastewater going to be generated on the site other than domestic sewage? No
Is the site subject to approval by any other public agency? Yes
Are there any easements or right-of-ways on this property? No
APPLICATION FOR: New Structure
STRUCTURE TYPE: PRIMARY RESIDENCE
FACILITY TYPE: Single Family Residence OTHER DESCRIPTION:
DESCRIPTION OF vacant lot
EXISTING STRUCTURES
ON SITE(IF ANY)
DIM EXISTING STRUCTURE:
NUMBER OF EXISTING BEDROOMS: #OF OCCUPANTS: 3
PROPOSED CONSTRUCTION
NEW STRUCTURE DIM:: 60 x 40
#OF NEW BEDROOMS:: 4
BASEMENT? No BASEMENT FIXTURES? No PLUMBING REQUIRED?Yes
Desired system types(Improvement Permit or Authorization to Construct):
ACCEPTED: ALTERNATIVE: CONVENTIONAL:
OTHER: INNOVATIVE: ANY:
Other described:
APPLICATION FOR WELL CONSTRUCTION
PROPOSED WELL TYPE: Individual Well REPLACE WELL?: NO
clapplkati n 12/01/2023 16:13 Page 1 of 3
. V.
Coddle Creek Soil Consulting, HA'
5500 Deer Run Court
Davidson, NC 28036
(704) 706 4645
June 30. 2023
Catawba County Environmental Health
Attention: Robbie Phelps
349 North Center Street
Newton, North Carolina 28658
Subject: Recommended Wastewater Disposal System
Pin # 460712766075
30/.3-015.8 Cheviot Hills Road
Sherrills Ford, North Carolina 28673
Ernest Nixon. Owner
Enclosed you will find a copy of the N,t water disposal system proposed for Pamela
Bethea. The property is located at t ievlot Hills Road Sherrills Ford. North
Carolina 28673 described as being Pin #460712766075 Site 1. Attached are sealed soil
notes as well as site plans and designs for a on-site wastewater disposal system. This
design is submitted under Session Law 2022-11 (S372). Please review the enclosed
document presented to you. Please contact me for concerns regarding the wastewater
disposal system design.
"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)." t
Owner: Ernest Nixon
Signature:
s
"The LSS evaluation is being submitted pursuant to and 'neeQ SOIL
130A- 335(a2)." t G. E00 �'t< _ ,
Steve Cannon, LSSid,„'-- 'l o 1 1\
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Design Specifications for Proposed Wastewater Systems
Applicant: Ernest Nixon
Physical Address: 9668 C7hevlot Hills Road
Sherrills Ford, North Carolina 28673
Pin #460712766075
Site 1
Acres: 1.21
Catawba County, North Carolina
Source of Water Flow 4 Bedroom IIouse
Wastewater Treatment Systems II.PPBPS/II.PPBPS
Septic Tank 1,000 gallons
Pump Tank 1,000 gallons
Estimated Daily Flow 480 per day
Wastewater Treatment: Initial Il.PPBPS
Loading Rate .3 g/d/sq.ft.
Drainfield Size 267 feet
Number of Panels 62 panels on 8'centers
Distribution Device Pressure Maifold
Slope 8 percent
Slope Correction 3 inches
French Bottom Depth 30"on lowside
Wastewater Treatment: Repair 1-I.PPBPS
Loading Rate .3 g/d/sq.ft.
Drainfield Size 267 feet
Number of Panels 62 panels on 8'centers
Distribution LPP
Slope 8 percent
Slope Correction 3 inches
Trench Bottom Depth 30"on lowside
1
Nitrification Lines Elevation and Length
Applicant : E3rjsp Nixon
Physical Address: 3'66�8 Chevlot Hills Road
Sherrills Ford, North Carolina 28673
Pin # 460712766075
Site 1
Acres: 1.21
Initial
Line Flag Line Elevation Flagged Length Number of Panels
Color
1 White 6.93' 67' 16
2 Orange 7.83' 67' 15
3 Red 8.87' 66' 15
4 Pink 9.75' 67' 16
Total 267' Total 62
Repair
Line Flag Line Elevation Flagged Length Number of Panels
Color
1 Blue 10.68' 64' 15
2 Yellow 6.16' 82' 19
3 Green 5.0' 82' 19
4 White 4.0' 39' 9
Total 267' Total 62
2
•
Design Calculations for Wastewater System
Applicant: rn''eppst Nixon
Physical Address:'3Chevlot Hills Road
Sherrills Ford, North Carolina 28673
Pin #460712766075
Site 1
Acres: 1.21
Catawba County,North Carolina
Source of Wastewater Flow 4 Bedroom House
Estimated Daily Flow 480 gallons/day
Wastewater Treatment System Horizontal PPBPS
Supply Line Diameter 2 inch Sch 40 PVC
Estimated Supply Length 100 feet
Supply Line Volume 17.4 gallons
Dosing per Panel 4.0 gallons
Number of Panels 62 Panels
Dosing Volume 248 gallons
Distribution Pressure Manifold
Pressure Head 2 feet
Friction Head 1.52 feet
Elevation Head 17 feet
Total Dynamic Head 20.52 feet
Pump Tank Drawdown (may vary) 20.16 gallons per inch
Check Valve In tank
Gate Valves (1) in tank(1)at Pressure Manifold
Threaded Union In tank
Anti-Siphon Hole Yes 3/16"
1
' Sheet of
• PROPERTY ID i. _
COUNTY C
SOIL/SITU:EVALUATION
for ON-SITE WASTEWATER SYSTEM
�- (Complete all fields in hill)
OWNER: 4/lLe. ._ .;x,o.r its / . _ APPLICATION DATE
ADDRESS: ,/z 5� / G �• DATE EVALUATED: -1J
PROPOSED FACILITY: ljjvsr _ , 'RO/ SED})ES i `FLOW(.19 9 : PROPERTY SIZE: l 2/ _
LOCATION OF SITE: 3(48 ri4.4-v/af H/i.s vp..• )s /�+C_
��-- �/ {�✓D PROPERTY RECORDED: ---
WATER SUPPLY: Prrivate Public _ Well i Spring Other
EVALUATION METHOD: tiger Boring Pit Cut 'TYPE OF WAS 11.WATER ✓i`ewage Industrial Process r Mixed
• a . .
R SOIL MORPHOLOGY 1,
' ;1 tit S,N
t (.1941) 1 , • .0 TORS<(�
1 .1940 .r \' _ ")
L LANDSCAPE HORIZON � fir- y
E ` '►
POSITION/ DEPTH :OW ,4'tI -— PROFILE
.19•iP ti
a SLOPE% (IN.) 1941 .1941 SO .t t..- -ii 9.4 •, CLASS
STRUCTURE/ CONSISTENCE/ WE . D. S i` . - � 1 ''TR <AR
TEXTURE IiINER.(LOGI' COL l DE; q--n.IyrT HI 'IZ ',
5 .` tis \IIIIIski 291
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[M:sCRIPTION 1 NNffl',I Y',tIA1 P1{P.VR SYSTEM OTHER FACTORS(.1946):
' SITE CLASSIFICATION(.194¢).
Asailable Space(.1945) ✓ V
— p EVALUATED BY: C,if �t-lL,
System Type(s) _ 1/ ✓/V J __-_ 1/f, ,R/,S O1'HER(S)PRESENT:
Site LTAR
COMMENTS:
Updated February 2014
. . • . • . . ,
SOIL/SITE EVALUATION Sheet of_
(Contoinairon SITei-Complete all field in full)
•
PROPERTY IL)#:
DATE OF EVALUATION:_e17 7-75
COUNTY.
2:11)Afe<>111-
• • •
SOIL
• •
SOIL MORPHOLOGY OTHE
.1940
(.1941) PROFI r
HOWL c.
k..
LANDSCAPE .194 J U1.1 -
POSITION/ ON .1941 .1941 SO 1c23.1 11944 PROFILE
SLOPE% DEPTH STRUCTURE/ CONSISTENCE/ WEIN Si S MORO,- Es-rti CLASS
(IN.) TEXTURE MINERALOGY COL i DE• -, . -5,.! &LIAR
L
,, ' • ! r
11. d>
291 -- 3
3 z _iv 5
Sr „.
Frtri _00"
—44440—
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)\IMENTS.
updated February 2014