HomeMy WebLinkAboutAUTH-07-2023-200368.TIF VP 111.4, CATAWBA COUNTY Case# AU TI I-07-2023-200368
40
ti t L Public Health Department Subdivision VALLEY SPRINGS SUBDIVISI
Q '1 Environmental Health Division PIN# 375118304649
PO Box 389,25 Government Drive,Newton,NC 28658 I.OT# 12
8 s.
Site Address: 1729 VALLEY SPRINGS DR SE, CONOVER NC 28613
Name on Permit: FERNANDO LOPEZ
Property Size: Acres 0.39
Directions: Emmanuel Ch Rd, right onto Valley Springs Dr SE, property on the right
Authorization to Construct Permit
Permit Category: Repairs Wastewater Flow: 360 g.p.d.
Type of Facility: Primary Residence-SFD
Basement? No Basement Plumbing? No Bedrooms: 3
Water Supply:I Public Water Maximum Occupants: 6
Soil LTAR: .3 g.p.d./ft2
WASTEWATER SYSTEM REQUIREMENTS
Proposed Wastewater System: 50% REDUCTION VERTICAL
System Classification: IIIB-SYSTEM W/SINGLE EFFLUENT PUMP
Septic Tank: New Tank: 1,000 gal
Pump Tank 1.000 gal Grease Trap_gal
Dosing Volume 162 gal Pump Specs: 30.3 GPM @ 17.11 TDH
Pressure Head 2 ft Draw Down 7.7 in
Drainfield: Total Area: sq ft Total Trench Length: 198 ft
Aggregate Depth: in Maximum Trench Depth on Downhill Sidewall: 30 in
Minimum Soil Cover: 6 in Minimum Trench Separation: 6 ft on center
Number of Drain Lines: 9 Trench Width: 2 ft
Distribution: Pressure Manifold
Pre Treatment: NONE
Pump Required
Additional Specifications:
*EXISTING TANK MAY BE USED IF IN GOOD CONDITION
*PRESSURE MANIFOLD:
-GATE VALVE REQUIRED
-3 SCH 803/4"TAPS
-EACH TAP MUST BE OF EQUAL LENGTH
`9 LINES 22FT LONG WITH 5 PANEL BLOCKS EACH
*45 TOTAL PANELS
*CONNECT LINES AS SHOW IN DIAGRAM TO CREATE 3 66FT LINES
See also attached site plan.
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.
>>>>> Do not install system under wet conditions <<<<<
PROPOSED REPAIR
Repair System Required? Soil LTAR: g.p.d./ft2
Proposed System:
System Classification:
,hp,win 07/I8/2023 I 0:32
v,v.A CATAWBA COUNTY Case# AIJTH-07-2023-200368
e .t. ,y Public Health Department Subdivision VALLEY SPRINGS SUBDIVISI
', Environmental Health Division PIN# 375118304649
PO Box 389,25 Government Drive,Newton,NC 28658 LOT# 12
/8. w
Site Address: 1729 VALLEY SPRINGS DR SE,CONOVER NC 28613
Name on Permit: FERNANDO LOPEZ
Property Size: Acres 0.39
Directions: Emmanuel Ch Rd, right onto Valley Springs Dr SE, property on the right
The issuance of this permit by the Health Department does not guarantee the issuance of other permits. It is the responsibility of the applicant
/property owner to insure that all Catawba County Planning/Zoning and Building Inspections requirements are met. This Authorization to
Construct Permit is subject to revocation if the site plan,plat or the intended use changes,or if site conditions are altered. The Authorization to
Construct 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 18A.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.
Any permit issued for a conventional system may be used for an accepted system without Environmental Health authorization or permit
modification.Please notify Environmental Health of this change prior to system installation.
/ 'egg G•4rS
!!t 07/17/2023
Authorized State Agent Permit Issuance Date
7/17/2028
Permit Expiration Date
No grading or construction activity is allowed in areas designated for system and repair without approval of the Health Department.
chpennit 07/18/2023 10:32
Catawba County Environmental Health
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Parcel: 375118304649. 1729 VALLEY SPRINGS lin=40ft
DR SE CONOVER, 28613
The map/repot product eras prepred from the Catawba County.NC Geospatial Information Services. Catawba County has made substantial efforts
to ensure the arcursnY ot location and labeling information contained on this map or data on this report.Catawba County promotes and recommends
the Independent verlirition of any data Coritelned an this map report product by the user.The County of Catawba,its employees.agents,and
personnel,disdain,and shell not be held liable for any and al damages.loss or liability,whether direct,indirect or consequential which arises or may
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Copyright 2023 Catawba County NC
07/13/2023
DFPAR1AtFNT OF I l:AL111 ANI)1111MAN SERVICES Shea ' of.1
DIVISION OF PUBLIC I IL ALTI I.ENVIRONMENTAL HEALTH I SECTION PROPER(Y 1D N: '
ON\Illi WATER PROTECTION 11ON BRANC I I COUNTY: ( fiitt
SOILlSITE EVALUATION
for ON-SITE WASTEWATER SYSTEM
1-IO
(Complete all rods in full)
T
OWNER: i'naKa& C? _ APPLICATION DATE 6!/1/23
ADDRESS: - el s DATE EVALUATED: 7r/j/
PROPOSED FACILITY: S PROPOSED DESIGN FLOW(.1949): yc,c2 PROPERTY SIZE: o344L
LOCATION OF SITE: S4jy1 - PROPERTY RECORDED:
WATER SUPPLY: ❑Private ..- 1fublic ❑WcII 0 Spring ❑Other
EVALUATION NIET11OD:�r7Au�cr Boring 0 Pit CI Cut TYPE OF WASTEWATER: Sewage ❑Industrial Process ❑Mixed
s
r
o SOIL MORPHOLOGY OTHER
F (.1941) PROFILE FACTORS
1 .1940
L LANDscAPE HORIZON _
E I)EPTII PROFILE
POSITION/ .1942
H SLOPE% (IN.) 1941 .1941 SOI1, .1943 .I956 .1944 CLASS
STRUCTURE) CONSISTENCE/ WETNESS/ SOIL SAPRO RESTR <AR
TEXTURE MINERALOGY COLOR DEPTII CLASS 11OREL
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DESCRIPTION INITIALSY REPAIR SYSTE)V. OTHER FACTORS(.1946): ----- —
' - SITE CLASSIFICATION(.1948):
Available Space(.1945)
System T)pe(s) 0Z EVALUATED BY: . F(/G�l �
7 , OTHER(S)PRESENT:
Site LTAR ,p
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COMMENTS:
•
Updscd Ectruary 2014
20
CALCULATIONS
Location 1729 VALLEY SPRINGS
Project Number
Lot No:
No. of Bedrooms 3
Design Flow 360 gu/d.r
LTAR 0.3°u/112day
EZ-Lay?(YES OR NO) YES
Supply Line Length 50 ft.
Supply Line Volume 8.7 gal. FRICTION FACTOR
INTERPOLATER
Required Feet of Line 200 ft 2"SCH 40 PVC
Amount of Line from Layout 198 ft. GPM f
20 0.84
Gallons per Minute 30.3°"/,,,;,, -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 129.294 gal. 35 2.37
-2.25
Dosing Volume 162.00 gal. 40 3.03
Note: Dosing Volume based on 76% 43.07 3.48
or the lateral line volume. 45 3.77
48.14 4.28
50 4.58
57.11 5.89
60 6.42
Tank Draw Down 7.7 Generic Draw Down of 21 pat per in.
Pump Run Time 5.35 minutes
Elevation Head 12 ft
Pressure Head 2 ft
Friction Factor 1.76 ft/100 ft(From the interpolates)
Friction Head 0.88 ft
Total Dynamic Head(+15%) 17.11 ft