HomeMy WebLinkAboutEHPR-05-2015-21517 (2).TIF/, -~ CATAVI'BA COCNTY
~,~°r~c'^~; ~', Public Health Department Case ~t
"- _' "''~ ~ ~ -_ Subdivisioin
Environmental Health Dwision
;,
PO Box 389 100-A Southwest Bh-d, Newrton, NC 28658 Sect,/BL/Ph/Lot i*
~ ~-~ 828 46
\ ,.~~ ( ) 5-8270 FAX (828) 465-8276 TDD (828) 465-8200 ~ PIl\#
~~
Applicant/Owner BRIDGEWATER CO II. LLC
Site Address: KARRIKER LN LOT 82 SHERRILLS FORD NC
Property Size. 76
Directions. 16S/ LF 150/ TURN LF SHERRILLS FORD RD/ LF LONG ISLAND RD /LOT 82
Improvement Permit
Permit Valid For• Five years ~ No Expiration
Facility (Residential): -House
Projected Daily Flow
Basement: N
Proposed Wastewater System:
Proposed Repair
Permit Conditions.
WLS2006-00699
THE SLti1MIT PHASE 4
82
911470002965317-82
Additioh?
.~
Type 3 +~ .
Owner or Legal Representati Signatur ~ ~/~,~--~~ / Date. ~ - ~ .~ ~6
Authorized State Agent: itr~ ~:/- y r ~~- Date. ~j .-.$,_
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 regmrements 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 St~stems' (15A NCAC 18A .1900). Neither Catawba County nor the Environmenta4Health Specialist warrants that the
septic tank system will continue to function satisfactorih~ for any given period of time.
Authorization to Construct Wastewater System (Required for Building Permit)
* See site plan and additional attachments (~
Proposed Wastewater System: Type Wastewater Flow - g.p.ci
New Repair Expansion Soil LTAR. g.p.d./ft2
Type of Facility
Basement: N. Basement Plumbing: N HotTub./Spa. N Special Fixtures (explain):
Wastewater System 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 in Minimum Trench Seperation ft
Distribution Distribution Box Serial. Distribution Pressure Manifold LPP Other
Additional Specifications.
Authorized State Agent:
Permit Expiration Date
I hai~e read'and accept the specifications and all conditions of this permit as indicated.
Owner or Legal Representative Signature.
House X Mobile Home Multi-Family Bedrooms 4 New?
~_ ~ g p.d Water Supply Private Well? ~1 Public? Semi-Public?
Basement Plumbing: N HotTub./Spa. 1`i Special Fixtures (explain):
- - ~ -
Date.
Date.
r'~Tidemark. Forms',fl1 ZS.4 oc. rD(
.~ a CAT 1~'~'BA COL1T5'
~ ~., Case # ~~'LS2UU6-UUG99
~, _, g@~` ~', `,, Rtblic Health Dc-paRinent
` Enairrnunental H~11th Dtviston Subdt~-isiom THE SL?1`•'IMIT PHASE 4
1~
~~ ~ PO Bok ?',i9 I00-?. Soutlt«-est Bl~-d. \Te«ton NC ?S6~u SeCt/BL/Ph/Lot # $~
\~
-~ , ~ ~ S28 4fi~-8Z~0 F.-~X '.i2'S i 46~-ti276 "fDD 'i2x ~ ~16~-X?l10 PIN#
9lld7UU296~317-82
lmprq~~ement Permit ~ Construction Authorization ~ Wcll Permit
PIN # 9t l:~~ou?96s3t~-gz SITE PLAN ~VLS # «'LS2006-00699
BRIDGEWATER CO II LLC THE SLm~il`iTT P1-LASE ~ 82
Applicant/O«~ Name Subdi~'ision/Section/Lot
~~ ~ -.~= ~
Au orized State A nt Date
System components represent approximate contours only The contractor must flag the system prior to beginning the mstalla[ton to
insure that proper grade is maintained. Do not install s~-;tem under wet conditions This permit is subject of re~-ocatton tf the site plan
or site conditions are altered. G ~~
~ y
m
o
~ ^~
`~ ~~ LL
~ ,~
3a~ . 5 3
3 ~ ~ x 60
57
3
~'~ tao•a~t
/- ~d
Scale
SITE/SOIL EVALUATION
ri=----- p.~ ~g :~
Project No. ~ S ~ Phone Noy - - Date:
Location Pin
County:
Proposed Facility: ~ ~-
Property Size
-_-_
Water Supply: On-Site Well ^ Evalulation: Auger Boring ^
Community ^ Ptt [.~
Public f1 ^ut ^
LEGEND
R Ridge.Intmfluve
S Shoulder
L Linear Slope
S Foot Slope
N Nose Slope
H. Hood Slope
Cc Conclave Slope
Cv Comrcac Slope
T Terrace
P Fkad Plain
s sand.
~a LOamy 98nd
it Sandy I08m
loam
1 S1It
rl Silt Loam
iCl J441 Clay bam
I Clay Ioam
Ci sandy Clay loam
sandy Clay
.C Sllty Clay
clay
s noa-sticky
~ slightly sticky
sticky
r very sticky
> non-plastic
_ slightly Plastic.
plastic
very plastic
~T
Very friable
friable
firm
Very fine
single grain
massive
crumb
granulaz
subangulaz blocky
agulaz blocky
.platy
prismatic
cr
!;<
~ sab
ab
pl
pr
~' -5 Cv~~ t5'CG
s 3 ~y ^ ~ ~~ ~ ~ ~~- r~l~a~ ~ ~g
,3
~ `S ~.~s ~ scz r~ -
~'
3 S ~
a r
r
~8 SCL /2t/,sr N( ..3
4
DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM
OTHER FACTORS (1946):
Available Space (.1945) ,s s SITE CLASSIFICATION (1948): ~S
~Ystem Type(s) ~ JC' ~ ~ EVALUATED BY
iite LTAIt
3 OTHER(S) PRESENT ~
~uMENTS: r~
LEGEND
use the_followin~standard abbreviations
LANDSCAPE POSTI'ION GROUP
TEXTURE CONVENTIONAL
.1955 LTAR* LPP
1957 LTAR* NIINERALOGY/ ~ '
. CONSISTENCE STRL~C'fCRF
CC (Concave Slop })
CV Convex Slo c I LSSand~ Sand
(~ y ) 1.2 - 0.8 0.6 - 0.4 s ,NEXp (Non-expansive
)
G (Single Grain)
D (Drainage Way) SE.XP (Slightly F~ansive} M (Massive)
DS (Debris Slump)
FP (Flood Plain) II SL (Sandy Loam) ~ 0'.8 - 0.6` 0.4 - 0.3 HXP (Expansive) CR Crvmb
( )
FS (Foot Slope) L (~~)
_ r ,~.
~ ~ GR (Graaulaz)
SBK (Subangular Blocky
H (Head Slope)
L (Lmeaz Slope) 7II SCL (Sandy Clay Loam) ~` 0.6 - 03 0.3 - 0.15 `~K (~gd~' Bloc~y)
N (Nose Slope) SiL (Silt Loam)
CL (Clay Loam) PL (Platy)
PR (Pristnape)
]t (~~e)
S (Shoulder Slope) SiCL (Silty C]ay Loam)
Si (Silt) 1bI0I3T
tiVE'i'
T (Teaace) --
~ SC Sand Cla
( Y Y)
0.4 - 0.1
0.2 - 0.05 VFR (Very Friable)
FR (Friable) NS (Nan-sticky)
SiC (Silty Clay)
~ (F"~') SS (SGghtiy Sticky)
c (clay)
O (Organic)
None
~'I N°ry Firm v. Very Sticky) s (sae~y)
VS (Very Sticky)
EFI (Extremely Firm) , IP (Noo- 1 '
P ~~)
*Adjust LTAR due to depth, consistence, structure, soi! wetness, landscape, position, wastewater Clow and quality ppp~~tly Plavtlc)
OTZ;'S ( )
HORIZONDEPTH ' In inches below natural soil surface VP (Very Plastic)
DEPTH OFFICE Ia inches from ]and surface
RE'STRICTIVEHORIZON Thickness and depth from land stv;'aor
SAPROLITE Slsuitabie) or U(unsuitable)
SOIL WETNESS Inches firm land sutf'ace to free water or inches from land surface to sot7.colors with chroma 2 or less -record Mansell color chi deli `
CLASSIFIC,t770N S (Suitable), PS (Provisionally Suitable), or U (Unsuitable) P gnation
Evaluation of saprolite shall be by pits.
Long-lean Acceptance Rate (LTAR): gaUday/f~ - • -
a
---...... t.,,.,.,r.,~
t
~~= , / ,, C
~• ~ (SUPERIOR YARN M~ 2 S)
~ % ~ ~ UMI-684, D B 652, G' 2
~ ~ 947 PG 6
N ~ " j /~~ UMI-1232, D•B' . NO 24
// MTN ISL. D~
g+00 / _
10+00
11
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322.53 ^2 A
N ao p9~ ~"W
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N •~~\, ~ J 1 lot 64b
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~ ao / ~ ~ 2 ~3
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$ ~ tG ~ ~_----
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Legend ~ `
~ New Pit
Old PR
• well 323.32'
r Contour ~^$$_ 4' 32 5"W
.. ~ Old Road Bed ~ ~~
11 05 43
O ~~'
Scale: 1 inch equals 50 feet The Summit Ph. IV FIGURE
Drawn b JBP Lot 82
Reviewed b PGP = = Catawba County, NC 1
per: April, 2006 ENVIRONMENTAL SERVICES ENC~NEERING TESTING S&ME Project #1588-OS-097