HomeMy WebLinkAboutEHPR-05-2015-21498 (2).TIF/-~. C~,TARBa COUNTY
%~;0 P~~ ~:y` Public Health Department Case ~ ~'~'LS2006-00697
~ `" ~ ~`' ~`" Enc~ronmental Health Di~zsion Subdi~'isioin THE SLT1~4lYIIT PHASE 4
~ `, •.::.
\\~_~ ~ PO Box 389 100-A Southwest Blvd, \ewton, NC 28668 Sect;BL/PhLot Y 80
~s_i (828) 465-8270 Fr1k (828) 465-8276 TDD (828) 465-8200 PL\# 9 1 1 470002965 3 17-8 0
Applicant/OwnerBRIDGEWATER CO II, LLC
Site Address: LONG ISLAND RD LOT 80 SHERRILLS FORD NC
Property Size. 94
Directions: 16S/ LF 150/ TURN LF SHERRILLS FORD RD/ LF LONG ISLAND RD /LOT 80
r \~
Improvement Permit ~
Permit Valid For• Five years ~ No Expiration
Facility (Residential) House
House X Mobile Home Vlulh-Family Bedrooms ~ New? _ Addition?
Projected Daily Flow ~~g p d Water SupplyPrivate Well? ~ Public? Semi-Public?
Basement: ~ Basement Plumbing: yJ f ~HotTubiSpa. N Special Fixtures (explain)
Proposed Wastewater System O7s ~~ ~~/~~~ T~'~ Type. 3 a l~'
Proposed Repair r~f L~~ ~~
Permit Conditions:
Owner or Legal Representati e S
Authorized State Agent:
Date ~•" ' -`~
Date. (o -S'--6
The issuance of this permit by the Health Department does not guarantee the issuance of other permits. It is the responsibility of the applicants"property
owner to insure that all Catawba County Planning%"Zoning and Building Inspections requirements 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 Disyosal 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.
Authorization to Construct Wastewater Svstem (Required for Buildinct Per'mitl
* See site plan and additional attachtnents (J
Proposed Wastewater System Type. Wastewater Flow g.p.d
New Repair Expansion Soil LTAR. g.p.d./ft2
Type of Facility
Basement: ~ Basement Plumbing: y HotTub.--Spa. N Special Fixtures (explam):
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 Seri~nDistribution Pressure Manifold LPP Other
Additional Specifications
Authorized State Agent:
:Permit Expiration Date
I have read and accept the specifications and all conditions of this permit as indicated.
'.Owner or Legal Representative Signature
Date
Date.
r~'~.TidemarklForms J{YZ.SApp.rnt
~~ CATAWBA COUNTY
~~~\ Public Health Department
Case # WLS2006-00697
~
Environmental Health Division
K Subdivisloln THE SUMMIT"PHASE 4
PO Box 389, 100-A Southwest Blvd, Newton, NC 28658
\\ ~ SectBL/Ph/Lot # g0
~,R12 ~ (828}465-8270 FAX (828) 465-8276 TDD (828) 465-8200 PIN# 9 1 1 470002965 3 17-80
Improvement Permit ~ Construction Authorization ~ Well Permit
PIN # 911470002965317-80 SITE PLAN WLS # WLS2006-00697
BRIDGEWATER CO II, LLC ~ THE SLJMMTT PHASE 4 80
Applicant/Ovine ame Subdivision/Section/Lot
CO
. Au orized State A t Date
~
System components represent approximate contours only. The contractor must flag the system prior to beginning the installation to
insure that proper grade is maintained. Do not instalLsystem under wet conditions. This permit is subject of revocation if the site plan .
or site conditions are altered.
i3~~3~i
~?EPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DMSION OF ENVIRONMENTAL HFa r TH
ON-SITE WASTEWATER SECTION
SOIL/SI'TE EVALUATION
Sheet 1 ~ %
PROPERTY iD ~•
COUNTY C
,for t~1~T-SI~'E Z~AS~'EVJA~'E~ S~'S~'Ei~
OWNER. a - - ~~
ADDRESS. ~ APPLICATION DATE ,j - ~j._~
PROPOSED FACILITY _~~tl~ ~ G ~~
PROPOSED DESIGN FLOW (1949)• Y p DATE ~ALiJATED•
LOCATION OF SITE. w T ~ f j~_5[= ,~, ~~ ~ -~-~_ PROPERTY SIZE. ~ ~ y
WATER SUPPLY .~nvace u Public U Well ~ S ti~ a ~ ~ PROPERTY RECORDED•
EVALUATION. METHOD• Q Auger Boring Pring ~ Other
TYPE OF WASTEWATER ~t 0 Cut
~ ~Sewage ~ Industrial process n 7~.t;,-~.a
Available Space (.1945)
LEGEND
use the followingstandard abbreviations
- - -. . - - -
LANDSCAPE POSITION GROUP CONVENTIONAL LPP !V]INERALOGY/
TEXTURE .1955 LTAR* .1957 LTAR* CONSISTENCE
----_ STRUCTiJRE
CC C -- ~ -
(oacave Slope) I
CV (Convac Slope) S (Sand) 1.2 - 0.8 0.6 - 0.4
LS (Loamy Sand)
D (Drainage Way)
DS (Debris Slump) '' II
FP (Flood Plain) SL (Sandy Loam) 0.8 - 0.6 0.4 - 0.3
F5 (Foot Slope) L (Loam)
H (Head Slope) ~
L (Linear Slope) ~
SCL (Sandy Clay Loam) 0.6 - 03 0.3 - 0.15
N (Nose Slope) SiL (Silt Laam)
CL (Clay Loam) -
R ~dbe)
S (Shoulder Slope) SiCL (Silty CLty Loam)
T (Tea:ace) Si (Silt)
NEXP (Non-expansive) G (Single Grain)
SEXP (Slightly Expansive} M (Massive)
EXP (Expansive) CR (Crumb)
GR (Granulaz)
SBK (Subangtilar Blocky
-- ABK(AngutarBlocky)
PL (Platy)
PR (Prismatic)
Mi~IST
~'ET
~ SC San CIa VFR Nery Friable) NS (Noo-sticky)
( dY Y) 0.4 - 0.1 0.2 - 0.05 FR (Friable) SS (SGgbdy Sticky)
SiC (Silty CLzy) Fl (Firm)
C (Clay) S (Sticky)
0 (Organic) None VFI Very Firm v. Very Sticky) VS (Very Sticky)
EFI (Extremely Firm) NP (Noo-Plastic)
'Adjust LTAR due to depth, consistence, structure, soil wetness, landsca osition, wastewater flow and uatit SP (Sbghdy plavno)
NOTES P~ P Q Y P (Plastic)
HORIZOIVDBPTIY In inches below natural soil surface VP (Very plastic)
DF.PTHOFFlLL Ia inches from Land surface
RE'STRICT7VEHORIZOAI Tfiickness and depth firm land surface
S.4PROLFTE S(suitable) or U(unsuitable)
SOIL WETNESS Inches firm ]and surface to free water or inwes from land surface to sot? colors witli cliroma 2 or Less -record Mansell color chi deli
CLASSIFICATION S (Suitable), PS (Provisionally Suitable), or U (Unsuitable) - P gnation
Evaluation.of sapmlite shall be by pits.
Long-tear Acceptance Raze (LTAR): gaUday/ft -
_~
Keview (#)
.i
~._
St&ME, INC.
~,f~ ~"~~~ SITE/SOIL EVALUATION
s
Project 1`sTo. ~ _ Phone Na. Date•
Location ~, Q1' ~ i6 Pin County: ~,`~'G,,, Property Size
Proposed Facility: _ S v.~..,,; ~ ~'~, ~ Water Supply: On-Site Well ^ Evalulation: Au er Borin
g g ^~
Community ^ pit
Public ^ Cut ^
Weather: Antecedentp oisture Surface Water:
Lu`~O
FACTORS PROFILE PROFILE ~ .PROFILE PROFILE
Landscape Position
LEGEND
Horizon Depth I -- ~
Color Mansell.
r
(~' LA NDSCAPE POSITION.
Texture;
~ R Ridge Inteifluve
~ ~ S Sh
id
structure
- 1`r
~
r oa
~
consistence .
~g ~ ., r
S c~ L
S 1lnear Slope
,~, ,. Foot Slope
~ ~ N N
S
~ ose
lope
Boundary _
V
~~ ~ H
C Head Slope
Horizon Depth II c Conclave Slope
~,
Color -Mansell
Q Gw
T Convex Slope
T
Texture
Sl
-
P errace
Fl
d Pl
i
Mottles oo
a
n
. ° F Y
'Structure -.S s d
Consistence S ~ ~ S san
_ ~ Loamy sand
sP sandy loam
1 l
`Boundary
V
G`1
si oam
il
Horizon Depth III
~ $ s
t
Color -Mansell .. sil silt loam
icl il
l
l
Tcxture
s
-s
ty c
ay
oam
Mottles
~
~j „` .cl clay loam
Structure ,
„ scl sandy clay loam
Consistence
S 5 P ~
-s ~
SS ~
sandy clay
sic silty clay
c clay
CO NgISTE
G
T
Boundary N
E WE
Horizon Depth IV
~ a ~ Ns non-sticky
Color -Mansell
~, Ss slightly sticky
Texture
e S sticky
Mottles Vs very sticky
Slructare u
Consistence ~ S
Np
non-plastic
Sp _ slightly phurtic
. P plastic
V
_ Boundary P very Plastic
Soil Wetness MOI ST
Restrictive Horizon
vfr
Very friable
Saprolite ~ fr friable=
iTAR
Classification
S ~
~
- _
r
~
_
~
~ fi fiim
_
,
,, ~ ,r ,
sg single grain
m massive
~~~ cr -crumb `
gr granular
~ sab subangular blocky
ab agular blocky
Pl P~tY
pr prismatic