HomeMy WebLinkAboutEHPR-05-2015-21499.TIF~,~. _`~, C~T:>,~V13A COC\"fI
Public }-Iu11th Depar[nic'nt Case #
'- "~~~ ` v ~ Encuotuuental Health Diaision Subdtelslotn
~~• - -' y PO Bos ~S9 100-:~ Sondne est Bhd. \e~eton; \C 2863 ~ SeC[/BL/Ph/Lot #
Q~, , ' ~?i2S r ~6?-8270 F.~Y X28 d6~-u276 TDD K2~146~-8200 PIN#
Appli±ant/OwnerBRIDGE~'~'~TER CO II, LLC
Site Address: LONG ISLAND RD LOT 81 SHERRILLS FORD NC
Property Size 95
Directions: 16S/ LF 150/ TURN LF SHERRILLS FORD RD/ LF LONG ISLAND RD /LOT 81
Improvement Permit
Permit Valid For• Five years ~ No Expiration
Facility (Residential) House
Projected Daily Flow
Basement: Y
«'LS2006-00698
THE SL?NII\IIT PPL~SE 4
81
911=17U02965317-81
House X Mobile Home Multi-Family Bedrooms ~___ New?
yea 9~p d Water Supply Private Well? ~ Public? Semi-Public?
Basement Plumbm=: Y HotTub/Spa. N Special Fixtures (explam)~
Proposed Wastewater System
Proposed Repair
Permit Conditions:
Type y~
Addition?
~`
c~ I~~tss~tr~ ~~~~~ ,~~~~ - ~ cc~~r~~ ®%.~tr~ roc=~~l~,~
Owner or Legal Representat' a Signatu ~ --~~T- Date ~ ~ ~ ..., tS(
Authorized State Agent: Date. ~ ~ S G
The tssuance of thts perrrttt by the Health Department does not Ruarantee the issuance of other permits. It is the responsibility of the applicant/property
owner to insure that all Cata~s•ba County Planning/Zoning and Budding Inspections requu-ements 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 pro~lsions of the North Carolina 'Laws med Rules for
Sewage Treahnerzt and Disposal J'yster~ts' (1~:', \CAC 18~ .1900). Neither Catawba Count}' nor the En~•irnnmental Health Specialist warrants
that the septic tank system will continue to function satisfactorily for and- given period of time.
Authorization to Construct Wastewater System (Required for Building Permit)
x See site plan anti additional attachments ! )
Proposed Wastewater System Type Wastewater Flow g.p.d
New Repair Expansion Soil LTAR: g. p.d./ft2
Type of Facility
Basement. Y Basement Plumbm~: y HotTub/Spa. N Special Fixtures (explain)•
Wastewater System Requirements
Tank Size: Septic Tank gal Pump Tank gal Grease Trap gal
Drainfield: Total Area.
Trench Width ft
Distribution Distribution Box
Additional Specifications: -
Authorized State Agent: Date
Permit Expiration Date:
I bare rend and accept the specifications a~td nll c•ottdutott.r of this pernut as indicated.
Owner or Legal Representative Signature: Date:
sq ft Total Length ft Maximum Trench Depth in
Minimum Soil Cover Minimum Trench Seperation ft
Seri~nDistribution _ _ Pressure Manifold _ LPP _ Other
,~-e;~; C:1"f~yVI3:1COL~"I'1
=~ ' ''\~t-~,, Public Health Department
.i _ • . ,- I Environmental 1-lealt}t Dn~ision
PO Box ?S9 100. 1 Soutlmest E31vd, Ne«ton, \'C 2~6~R
\~~ i~ "325 i 46~-25270 1=rLX ;S28j 465-2i27G TDll iS~?51 46~-200
~~ lmpro~~ement Pernut
PIN# 911~t7oc12965~17-gi
Construction Authorization
SITE PLAN
BRIDGEWATER CO II, LLC
Case # yy'LS2000-UU693
Suhdtvistoin THE SUb'1N1TT PHASE 4
Sect/13L/Ph/Lot # gl
PIN# 911=t700296~317-81
Nell Permit
~VLS # ~i'LS211116-1111698
THE SUIvt_b'ITT PHASE 4 81
Applicant/O~~ner Name Subdi~•ision/Section/Lot
~s~~o ~ lO ~ ~ - ~
A prized Stater . nt Date
System components represent approximate contours only The contractor must flag the system prior to beQinnina the installation to
insure that proper grade is maintained. Do not install system under wet conditions Tht permit is subject of revocation if the site plan
or site conditions are altered.
4 Z~S ~ i" ~
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fL~ pra 2
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Scale
~r~~ ~ ~ s
- ~` ~~~,
N - ' %~ 14+00
~ ,- - _ - 1 ~-~E}~__--___, ,~
--
-~-_ N83° 39' 30"E
-
~ _
120.79'
N8 ° 39' 30"~ ~ _
, - -_ ~ ~- ~LON LINE __ - '
i ~ ~ ~ JA i j! ~~;
~~
_ ~ ~
~ .1` t~
I
~.
---- _~ --- ~ 1 lot 64b ~ ~
~ '~7~ ~~
// _ J~ .
~ I N ~ -_
.~~ ~ ~ ~ i ' ~ ~ i
---- r--- \--~ ~ ._~_ i
_,.~ ~ ' /
~~~/ ' / `O~ °'
~~
~% °
j ~ _ ------- 128.19' -
I ~ - S88° 24' 35"W
Legend
~ New Pit
Old Pit
Well
- 2' Contour
.. ~ Old Road Bed
/-- _
/ --_-_~
Scale: 1 inch equals 50 feet ~ The Summit Ph. N FIGURE
Drawn b JBP Lot 81
Reviewed b PGP __ = Catawba County, NC 1
Date: April, 200f) ENVIRONMENTAL SERVICES ENGINEERING TESTING S&ME Project #1588-OS-097
4~ SITElSOIL E~AEUATION
Project No. ~' S'0°~ Phone No.- Date: ~ _2 ~! `4~ -
Loc~tion Pin County: C ,., Property Size
~ l
Proposed Facility: ~U,,,,,,~T" ~. ,S Water Supply: On-Site Well ^ Evalulation: Auger Boring ^
Community ^ Pit Q'
__, _ Public ^ Cut ^
LEGEND
,\_~ ~~
R Ridge Inteafluve
S Shoulder
L Linger Slope
S Foot Slope
N None Slope
H Head Slope
Cc Conclave Slope
Cv Convex Slope
T Terrace
P Food Plain
a sand
)8 Loamy sand
sl sandy loam
1 loam
si silt
sil silt loam
sicl silty clay loam
cl Clay loam
SCI sandy Clay loam
3C 98ndy Clay
ilC Sllty Clay
~ON Clay
SISTENI'
E WET
Ja _
nog-sticky
is slightly sticky
i sticky
Ts Very sticky
1p nomplastic
p _ slightly plastic
plastic
~p very plastic
& Very fiiable
fiiabie
firm
H
Qt Very firm
UCTURE
single grain
massive
CF CI11mb
g~ granular
sab subangular blocky
ab agular blocky
pl platy
pr prismatic
DEP,gRTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL xPa r TH
ON-SITE WASTEWATER SECTION
SOIL/SITE EVALUATION
OWNER. ~
~ ADDRESS: •.
'PROPOSED FACILITY _
LOCATION OF SITE, ~
WATER SUPPLY C~-Pii~
EVALUATION METHOD•
TYPE OF WASTEWA'rFR
'available Space (.1945)
Sheet
PROPERTY iD ~•
COUNTY C~
,~o~ ~~T-SITE Z~ASTE~V~.TE~ S~~TEI~
.~ 3 ^S~~
~ G APPLICATION DATE
~y--.~~_ PROPOSED DESIGN: FLOW (,1949 ; y DATE EyAL,UA'tED•
_.~`x1 f =~ ~/ ~~ ~' ~rl ~,/--Z, --~ PROPERTY SIZE. ~ ~ $"
~ u rublic U Well (f S rin PROPERTY RECORDED• ~_
P g ~ Other
Auger Boring t Q Cut
.~Zf o___-- n _
LEGEVD
use the following standard abbreviations
SOIL CONVENTIONAL LPP A~]ERAI.OGY/
- LANDSCAPE POSITION GROUP TEXTURE .1955 LTAR* .1957 LTAR* CONSISTENCE r
_ __ _ _ STRL CTL'RE
CC (Concave Slope) I S (Sand) 1.2:0:8 0.6 - 0.4
CV (Convex"Slopc) LS (Loamy Sand) NEXP {Non-expansive) G (Single Grain)
D (Drainage Way) `SEXP (Slightly Expansive) .Ivi (lvlassive)
DS (Debris Slump) ~ II SL Sand Loam F'~ (Expansive) CR (Crumb)
FP (Flood Plain ( Y ) 0:8 - 0.6 0.4 - 0.3
) L (Loam) __ GR (Granular)
FS(Foot.Slope) -- ~ SBK{Subangu]arBlocky
H (Head Slope)' 1II SCL (Sandy Clay Loam) 0.6 - 03 0.3 - 0.15 ABK (Angu]ar Blocky)
L (Lmear Slope) SiL (Silt Loam) PL (Platy)
N (Nose Slope) CL (Clay Loam) - PR (Prisnatic)
R ~~°) SiCL (Silty Clay Loam) MOIST
S (Shoulder Slope) Si (Silt) WET
T (Tenace)
1V SC Sand Cla V~ (Very Friable) NS (Noo-Sticky)
( Y Y) 0.4 - 0.1 0.2 - 0.05 FR (Friable) SS (SGghdy Sticky)
SiC (Silty Clay)
C (Clay) ~ (Fir°~) S (Sticky)
O (Oigamc) None VFI (Very Firm v, Very StidrY) VS (Very Sticky)
EFI (Extremely Firm) NP (Nao-plastic)
*Adjust LTAR due to depth, consistence, structure, soil wetness, landscape, position, wastewater claw and unfit SP (Shghdy Plastu)
NOTES 4 Y P (Plastic)
HORlZONDEPTH In inches below natiual soil sui{ace VP (Very Plavtic)
DEPTHOFFILL In inches from land surface
RES7`RICT7YEHORIZOAJ Thickness and depth from land surface
S.4PROLITE S(suitabie) or U(unsuitable)
SOIL lYETNESS Inches firm ]and susf'ace to free water or inches from ]and surface to sot? colors with•'chroma 2 or less -record"
CLASSIFICATION S (Suitable), PS (Provisionally Suitable), orU (Unsuitable) Man~B color chip designation
Evaluation of saprolite shall be by pits. 1 _
Long-tcmr Acceptance Rate (LTAR): gaUday/ft' ~
Show rofile locatiogs and other site features (dimensions, referegce or benchmark, acid North).
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