HomeMy WebLinkAboutRBPR-05-2015-21444.TIF
Catawba County Public Health
www.catawbacountync.gov/environmentalhealth
Environmental Health
P.O. Box 389, 100-A South West Blvd., Newton, NC 28658
Phone (828) 465-8270. Fax (828) 465-8276
Memorandum
To: Ms. June Hines
From: Michael Cash, Environmental Health Supervisor
Date: October 2, 2013
Permit Extension Addendum for Expiring Septic Permits at Pebble Bay
Subject:
Subdivision, Phase 6, Lot 249, Denver, NC; PIN#460601164071-251; Catawba
County Permit WLS2007-00225.
In accordance with State Law 2010-177, effective August 5, 2010, your Improvement Permit
Your new
referenced above, expiring February 26, 2012 is granted an extended expiration date.
expiration date will be February 26, 2015.
This Addendum will remain with your existing permits on file. Please note that only the
Improvement Permit is transferable to any future owners of the property and that the
permit is valid only so long as the property boundaries, site plan, site conditions, and
wastewater flow remain unchanged.
“Leading the Way to a Healthier Community”
C~,TA'WBA COUaNTY
~ / ~ ~x\ ~ablic 19~:dt1~ Depa:vi.^nt Case # WLS2007-00225
< ~ ~ ~ Enviro~unental Heiilt}~ Division Subdivision PEBBLE BAY PHASE 6
\J ~
~ / PO Box 389, 100-A Southwest Bh~d, Newton, NC 28678 Sect/BIJPh/L.ol # 249
~ (828) 46~-8270 PAX (828) 465-8276 TDD (828) 46~-8200 PIN#
~ ylla6o6o116ao~1-lay
Applicant/Owner PEBBLE BAY OF CATAWBA LLC
Site Address: BANKHEAD RD DENVER NC
Property Size: SF 1.391 ACRES
Directions: 16S/ LEFT CAMPGROUND RD/ LEFT CATAWBA BURRIS / RT BANKHEAD RD / LOT ON RIGHT
Im rovement Permit
N Q
Permit Valid For: Five years No Expiration
Facility (Residential): House ~
House X Mobile Home Multi-Family Bedrooms ~ New? ~ Addition?
Projected Daily Flow L/~~j g.p.d Water SupplyPrivate Well? Public? t>( Semi-Public?
Basement: N B~isement Pltunbin~~: N Q/HotTub/Spa: Y Special Fixtures (explain):
Proposed Wastewater System: t~s~d Si~-P I~'~~~~ Type: 3
Proposed Repair: p?$5~, c5i~ iQ~~~c~-c:. 3 G
Permit Conditions:
a
Owner or Legal Representative Signature: i - Date:
Authorized State Agent: 2 ~ Date: ^p'I~j,. 7
The issuance oP this permit by the Health Depzu~tment does nol guarantee the issuance of other permits. It is the responsibility of the applicant/property
owner to insure that all Catawba County PlamtinJZoning and Buildint* htspections requirements are met. 'I'bis Improvement Yernut is subject to
revocation if the site plan, plat or the intended use changes, or if site conditions arc altered. The Improvement Permit is not affected by
change in ownership of the property. 'Chic permit was issued in compliance with the pro~~sions of the North Carnlina 'Lbws acrd Rules for
Sewage Treatneent and Disposal Svstem' (15A NCAC ]8A .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.
Authorization to Construct Wastewater Svstem (Required for Buildina -Permit)
* See site plan anal additional attachments ( )
Proposed Wastewater System: Type: Wastewater Flow g.p.d
New Repair Expansion Soil LTAR: g. p.d./ft2
Type of Facility:
Basement: N Basement Plumbing: HotTub/Spa: Y Special Fixtures (explain):
Wastewater Svstem Requirements
Tank Size: Septic Tank gal Pump Tank gal Grease Trap gal
Drainfield: Total Area: sq ft Total Length: ft Maximum Trench Depth in
Trench Width ft Minimum Soil Cover Minimum Trench Seperation ft
Distribution: Distribution Box SerialnDistribution Pressure Manifold LPP Other
Additional Specifications:
Authorized State Agent: ~ Date: o? ~6- ~
Permit Expiration Date:
I have read anal acr,•ept the specifications mid all conditions of this permit as indicated.
Owner or Legal Representative Signature: Date:
Form B
r:\Tidemnrk~FonnsVS4ZSa~~.rn~
~~~~~r rn,~l•AwaA cot~~r~r .
v ' e% Case # WLS2UU7-UU225
/ ~ }'uhlic Health llepattment
~ ~ F_nviromnental Health Division Subdivision PEBBLE BAY PHASE 6
~ PO Bos 389, 100-A Southwest Blvd, Newtai, I~'C 2868 Sect/BI?Ph/Lot # 249
, (s2s~ =t65-s2~o rAx (s2s> a65-s2~6 ~1~1~1~ (s2s~ a65-s2~o PIN# t
~1146U601164071-249
Applicant/Owner PEBBLE BAY OF CATAWBA
Site Address: BANKHEAD RD DENVER NC
Property S SF 1.39 ACRES
Directions: 16S/ LEFT CAMPGROUND RD/ LEFT CATAWBA BURRIS / RT BANKHEAD RD /LOT ON RIGHT
Isdl
l o
® Improvement Permit uthorizntion To Construct ~ ~ Well Permit
SITE PLAN
fo I
~ a?
~ ~a 50~
3°'n` .
S~
/-Cd f~5?
Scale
System components represent approximate contours only. The contractor must flag the system prior to beginning the
installation to ensure that proper grade is maintained. Do not install system under wet conditions. This permit is subject of
revocation if the site plan or site conditions are altered.
~ a-~-`7
Au prized State gent Date
Form C
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DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES Sheet ~ of I
DIVISION OF ENVIRONMENTAL HEALTH PROPERTY ID ~ZC3-~
ON-SITE WASTEWATER SECTION COUNTY:
SOIL/SITE EVALUATION
for ON-SITE WASTEWATER SYSTEM
OWNER: ~~b 6~ ~~t-~~-- G~ C APPLICATION DATE ~ ` ~4" ~
ADDRESS:. ~l ~o'^-' Sr~i~'/,3u--~ DATE EVALUATED:~7-~3'~
PROPOSED FACILITY: RO OS DESIGN FLOW (.1949): ~~t) PROPERTY SIZE: 3°p-~
LOCATION OF SITE: AN/~ /~'F16~ iy aye PROPERTY RECORDED:
WATER SUPPLY: 0 PrivatePublic ~ Well ~ Spring ~ Other
EVALUATION METHOD: ~ Auger Boring Pit 0 Cut
TYPE OF WASTEWATER: Sewage ~ Industrial Process 0 Mixed
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DESCRIPTION INTfIAL SYSTEM REPAIR SYSTEM OTHER FACTORS (.1946):
Available Space (.1945) S S SITE CLASSIFICATION (.1948):
System Type(s) ~ j' a~~ EVALUATED BY: ~~`i
OTHER(S) PRESENT:
Site LIAR ~ 35' .3 S
COMMENTS:
~.~•-r-~
LEGEND
use the.followin~ standard abbreviations
SOIL CONVENTIONAL LPP MINERALOGY/
LANDSCAPE POSITION GROUP TEXTURE .1955 LTAR* .1957 LTAR* CONSISTENCE STRUCTURE
CC (Concave Slope) I S (Sand) 1.2 - 0.8 0.6 - 0.4 NEXP (Non-expansive) G (Single Gain)
CV (Convex Slope) LS (Loamy Sand) SEXP (SGghtly Expansive) M (Massive)
D (Drainage Way) EXP (Expansive) CR (Crumb)
DS (Debris Slump) II SL (Sandy Loam) 0.8 - 0.6 0.4 - 0.3 GR (Granular)
FP (Flood Plain) L (Loam) SBK (Subangular Blocky)
FS (Foot Slope) ABK (Angular Blocky)
H (Head Slope) III SCL (Sandy Clay Loam) 0.6 - 03 0.3 - 0.15 PL (Platy)
L (Linear Slope) SiL (Silt Loam) PR (Prismatic)
N (Nose Slope) CL (Clay Loam)
R (Ridge) SiCL (Silty Clay Loam) MOIST WET
S (Shoulder Slope) Si (Silt)
T (Teaace) VFR (Very Friable) NS (Non-etidcy)
N SC (Sandy Clay) 0.4 - 0.1 0.2 - 0.05 FR (Friable) SS (Slightly Sticky)
SiC (Silty Clay) FI (Finn) S (Sticky)
C (Clay) VFI (Very Firm v. Very Sticky) VS (Very Sticky)
O (Organic) None EFI (Extremely Finn) NP (Non-plastic)
SP (Slightly Plastic)
*Adjust LTAR due to depth, consistence, structure, soil wetness, landscape, position, wastewater flow and quality. P (Plastic)
NOTES VP (Very Plastic)
HORIZONDEPTH Tn inches below natural soil surface
DEPTHOFFILL In inches firm land surface
RF.STRICTNE HORIZON Thickness and depth from land surface
SAPROLITE S(suitable) or U(unsuitable)
SOIL iVETNESS Inches from land surface to file water or inches from land surface to soil colors with chrome 2 or less -record Mansell color chip designation
CLlSSIFICATION S (Suitable), PS (Provisionally Suitable), orU (Unsuitable)
Evahtation of saprolite shall be by pits.
Long-tear Acceptance Rate (LTAR): gaUday/fi=
Show rofile locations and other site features dimensions, reference or benchmark, and North .
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