HomeMy WebLinkAboutIMPV-05-2023-195149.tif CATAWBACOUNTY Case# WELL-062023-197781
®• Public Health Department Subdivision
a Environmental Health Division • a PIN# 462705077683
PO Box 389,25 Government Drive,Newton,NC 28658 LOT# 2
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Site Address: 3535 OSPREY CT,TERRELL NC 28682
Name on Permit: *NEST HOMES LLC
Property Size: Acres 1.41
Directions: HWy 150 E/ right Greenwood Rd/lot is on the left after Family Circle and before power transmission line
Owner/Authorized Representative Acknowledgement of Permit Receipt
!- _I certify that I am the owner or authorized agent(owner's authorization required)representing the owner of
the property described above.
As the property owner or authorized representative,I have received the above referenced
permit(s)as requested in the application for service RBPR-02-2022-40101, by the following method(s):
Received in Person
Facsimile Transmittal (Return form with signature required)
J Electronic Image Transmittal/E-mail (Return receipt required)
l As the property owner or authorized representative I have reviewed and understand the specific conditions
of the permit issued, and further understand that all applicable regulatory requirements specified under the
North Carolina Laws and Rules for Sewage Treatment and Disposal Systems(15A NCAC 18A.1900),
and/or Well Construction Standards(15A NCAC 2C.0100), shall apply to the issuance of this permit and
the construction of the wastewater system and/or water supply well permitted.
Permit Issue Date: 06/12/2023
Owner/Authorized Representative Signature
Date
Documentation of Permit(s)Transmittal
(permit transmitted by electronic or other means)
Permit transmitted by (name of person sending permit)
Signature (:)fr,/ Date/Time it 17012"
Method: Fax Email US Mail Other
Owner's request to send by the above indicated method of transmittal in lieu of signature
We wantt tto hear from yoLPlease ttake a few momentts tto complette our custtomer service survey att
http://www.surveymonkey.com/s/EHCusitomer5ervice
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ehpennit 06/12/2023 12:13
• County: Cot+u-k.k\
IMPROVEMENT PERMIT FOR G.S.130A-335(a2)/SL2022-11
PIN/Lot Identifier: 4(02-70 SO 11(a.YS'3
Issued To: NC-Sk \OYrcS
Property Location: 3535 vSQiC`l CA fie- c -\1 NC, ZS-Ca46Z
Subdivision: 6 5 P r!1 (Ova Lot#: 2 Block: Section:
Er
LSS Report Provided: Yes No El "' �a e
If yes,name and license number of LSS: Sc,w'v P(1.' ��►�1G� �IG1N5 �Z3t
New tEl Repair❑ Expansion ❑ System Relocation 0
Proposed Structure: S, 1t. \.\ �CS�C�GI IGC,
Proposed Wastewater System Type: PLtV't- 4 rti4 ` \ (Initial) 4' (Repair)
Fill System:❑Yes ®No If yes,specify:0 New 0 Existing (when adding more than 6 inches of fill to system area please provide a fill plan)
Proposed Design Daily Flow: Li460 GPD Proposed LIAR(Initial): Q,-13 Proposed LIAR(Repair): 0'�5
Design Wastewater Strength:CB domestic ❑high strength ❑industrial process
Number of bedrooms: Li Number of Occupants: S Other:
Pump Required: l Yes ❑No El May be required based upon final location and elevations of facilities
Artificial Drainage Required: 0 Yes 0 No If yes,please specify details:
Type of Water Supply:® Private well ❑Public well El Municipal Supply ❑Spring 0 Other:
Drainfield location meets requirements of Rule.1945: Yes® No El
Drainfield location meets requirements of Rule.1950: Yes No❑
Permit valid for:GI Five years[site plan submitted pursuant to GS 130A-334(13a)] ❑ No expiration[plat submitted pursuant to GS 130A-334(7a)]
Permit conditions:
Licensed Soil Scientist Print Name: G""1 vQ. /4, /)/4 s ,//�
Licensed Soil Scientist Signature (� [ ��� Date: < / {-//3
The L55 evaluation is being submitted pursuant to and meets the requirements of G.S.130A-335(a2).
*See attached site sketch*
3535 Osprey Ct county: Catawba
This Section for Local Health Department Use Only
Initial submittal received:4/26/23 by RP
Date Initials
Permit Number: I MPV-05-2023-195149
G.S. 130A-335(a4)states the following: 'If a local health department fails to act on an application for an improvement permit
submitted pursuant to subsection(a3)of the section within 10 business days of receipt of a complete application, the local health
department shall issue the improvement permit.'
In accordance with G.S. 130A-335(a3)the improvement permit application is:
❑ Incomplete(If box is checked,information in this section is required.)
The following items are missing:
Copies of this were sent to the LSS and the Owner on
Date
State Authorized Agent: Date:
❑ Denied (See attached report.)
Copies of this were sent to the LSS and the Owner on
State Authorized Agent: Date:
Complete
//� 5/8/23
State Authorized Agent: " Date of Issuance:
This Improvement Permit is issued pursuant to G.S. 130A-335(a2), (a3),and (a4)using the signed and sealed LSS/LG evaluation(s)
attached here. The issuance of this permit by the Health Department in no way guarantees the issuance of other permits. The
permit holder is responsible for checking with appropriate governing bodies in meeting their requirements. This site is subject to
revocation if the site plan,plat,or the intended use changes,or if information submitted in the application was falsified,
inaccurate or misleading. The Improvement Permit shall not be affected by a change in ownership of the site. This permit is
subject to compliance with the provisions of the Laws and Rules for Sewage Treatment and Disposal and to conditions of this
permit. The location and identification of all property lines,easements,water lines,and other appropriate utilities shall be the
responsibility of the owner.
The Department,the Department's authorized agents,and the local health departments shall be discharged and released from
any liabilities,duties,and responsibilities imposed by statute or in common law from any claim arising out of or attributed to
evaluations,submittals,or actions from a licensed soil scientist or licensed geologist pursuant to GS 130A-335(a2).
Improvement Permit Expiration Date: 5/8/28
*See attached site sketch*
SOIL & FORESTRY
SERVICES
OF THE CAROLINAS, PA
www.soilandforestryservices.com
Project#: 23-0035
April 4`h, 2023
Nest Homes, LLC
Attn:Matt Varney
Email: mvarney(a)nesthomes.com
RE: Soil&Site Evaluation for a 4 Bedroom Residence at 3535 Osprey Court, 1.57 ac
Parcel, PIN#462705077683,Terrell, NC 28682.
Mr. Varney:
At your request Soil& Forestry Services of the Carolinas(S&FS) has performed soil/site evaluations on
parcel noted above.The Lot size is noted on the attached survey map&soil evaluation form.The
purpose of our work was to identify soil areas with potential to support subsurface wastewater disposal
systems and provide design details for Session Law submittal to Catawba County Health Department.
Site Conditions
At the time of our evaluation land cover on the property was cleared/graded for the house pad and
partially wooded. Topography within the evaluated area was gentle to moderate slope near the house
site and proposed drainfield area. Property lines and corners were marked at the time of the evaluation
by Don Allen Surveying.The surveyor provided an Autocad File of a survey as a basemap.The proposed
septic layout was located via GPS&tape measures and used to produce the attached Site Plan.
Methodoloty
We evaluated soil areas through the use of auger borings. Soil morphological conditions including color,
texture, structure, etc.were reviewed in the field with four soil borings locations on the property
flagged and located via tape measure. All four of the borings are located in or adjacent to the proposed
septic layout.Soil suitability was determined by referencing 15A NCAC 18A.1900"Laws and Rules for
Sewage Treatment and Disposal Systems". Soil&Site Evaluation Forms were utilized to record the soil
morphological data for each boring.The house envelope was located via survey.An on-ground layout of
system and repair was performed using a laser level. Pin flaglocations of the layout were also located by
GPS and tape measures. Detailed system & repair information is summarized in the following paragraph
for this Lot.
3535 Osprey Ct(See Attached Design)
The septic layout for this lot(9' centers)yielded a total of 1022 linear feet of line.The primary system is
proposed as 410 linear feet of Accepted (25% Reduction) drainfield with pressure manifold distribution.
Trench depth is specified at 30 inches(Low Side).The repair system is proposed as 480 linear feet of
Accepted (25% Reduction)drainfield with pressure manifold distribution.Trench depth is specified at 30
inches(Low Side).There is 581 linear feet of repair available.
Session Law Requirements
All information needed to issue the IP must be submitted with the application.The application shall
include all information described in 15A NCAC 18A.1937(d) and be accompanied by a signed and dated
statement from the applicant (owner or owner's legal representative)that reads as follows:
"The LSS/LG evaluation(s)attached to this application is to be used to issue an Improvement
Permit in accordance with G.S. 130A-335(a2)and(a3)."
Owner Date
Print Name v Varne
Signature 4j241 z�
The LSS evaluation shall include a statement bearing the LSS seal and signature that reads as follows:
"The LSS evaluation is being submitted pursuant to and meets the requirements of G.S. 130A-
335(a2)."
Disclaimer
This report reflects the findings of S&FS, PA. ThisLSS evaluation is being submitted pursuant to and
meets the requirements of G.S. 130A-335(a2)."Any site modifications that impact the proposed septic
areas on the site may nullify this design for 3535 Osprey Court,Terrell, NC 28682.System design
requirements and site requirements shall be adhered to for installation and Operations Permits to be
issued by the local Health Department. If you have questions regarding these requirements a Pre-
Construction meeting should be scheduled to discuss.Please contact S&FS if you have any questions
regarding this report or the attached information. S&FS also offers septic system inspection, wetland
delineation and forestry servi
SOIL S
Sincerely, C
`. �ST.r f,,,•
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S.Ashley Rollans, LSS OF NO RT14 GQ'
Attachment: Septic Design
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VICINITY MAP***NO SCALE 1% / /./.
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PCISSIBLE WELL • •;-',...L
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,27. ,... DRIVE = 4,568 SQ. FT.
LO 2 ‘,-
.....,. 4, WALK = 194 SQ. FT.
et
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LL LINE TABLE
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LINE BEARING LENGTH
1-Z,; `;` co ,,; -. L1 S 04'43'55" E 23.30'
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.... . L3 S 89'34'11" E 22.87'
9 L4 S 30'17'29" E 1.38'
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I 2 CURVE TABLE
8. 1 ... 0
86182, \ •-• 't -1.- ( CURVE RADIUS LENGTH BEARING CHORD
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cc f'5 432' Cl 50.00' 92.90' S 27'29'18" W 80.10'
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LOT 1 3 y...J.,_1-.2.--.1-00. 1 ,,
NEST HOMES 1 s 4 04 BAK "5 e_. -A.
LEGEND
E.I.P. = EXISTING IRON FOUND
3615/270 ivi ) 3,3' 72'
L:-81 ° 6------3'9' (TC1)GR
N52'05'44"1W5.
193.38 SIDE
.e. \I.P.S. = #4 REBAR SET
R/W*C-A .e4C-.
.A. R/W = RIGHT-OF-WAY
1,/t../. CP = COMPUTED POINT
NOTES
1) THIS PROPERTY MAY BE SUBJECT
TO ANY EASEMENTS AND/OR
PLOT PLAN SURVEY RIGHTS OF WAY OF RECORD.
0' 30' 60' 100' 2) ACREAGE COMPUTED BY THE
COORDINATE METHOD.
OF 3) UNDERGROUND POWER
3535 OSPREY CT 4) NO GRID MONUMENT FOUND WITHIN
SCALE IN FEET 2000 FEET.
LOT 2 OSPREY COVE PH . 2
1" = 60' FIELD BOOK:
SCALE MOUNTAIN CREEK TWSP., CATAWBA CO., N.C.
FILE: OSPREY COVE 2
me. COI r•
Sheet 1 of 1
PROPERTY ID#: 462705077683
•
COUNTY: Catawba
SOIUSITE EVALUATION
for ON-SITE WASTEWATER SYSTEM
(complete all fields in full)
OWNER: Nest Homes of the Carolinas LLC APPLICATION DATE:
ADDRESS: PO Box 3965 Mooresville NC 28117 DATE EVALUATED: 3/29/2023
PROPOSED FACILITY: single family 14 R(2 PROPERTY SIZE: 1.41 AC
LOCATION OF SITE: 3535 Osprey Ct Terrell NC 28682 PROPERTY RECORDED: YES
WATER SUPPLY: EPrivate ❑ Well ❑ Spring ❑Other
EVALUATION METHOD: 2 Auger Boring 0 Pit 0 Cut TYPE OF WASTEWATER: 0 Sewage ❑ Industrial Process ❑ Mixed
P
R
0 SOIL MORPHOLOGY OTHER
F .1940 HORIZON (.1941) PROFILE FACTORS PROFILE
LANDSCAPE
I DEPTH CLASS
POSITION!
L (IN) <AR1942
SLOPE% .1941 .1941 .
E .1943 .1956 .1944
STRUCTURE! CONSISTENCE! SOIL SOIL SAPR RESTR
TEXTURE MINERALOGY WETNESS! DEPTH CLASS HORIZ
#
rna ne
0-4 BRSCLWFSBK FRSSSP V/V.E< _
4-27 BRCWMSBK FRSSP few fe depl 0 3 DEEP
1 U7% 27-50 RBSCLWFSBK FRSSP corn sap 50 3(''1
0-11 BSLG FRSSS
11-36 BRCWMSBK/ABK FRSS few fe depl
2 U6% 36-50 RBCLWFSBK FRSSS few sap 50 P- 0.25
0-7 BSCLWFSBK FRSSSP
7-36 BRCWMSBKIABK FRSSP
3 U7% 36-50 RBCLWMSBK FRSS few sap 50 PS- 0.3
0-5 BSCLWMSBK FRSSSP
5-24 BRCWMSBK FRSSP compact 10
4 U6% 24-50 RBCLWFSBK FRSSP few sap 50 PS- 0.3
5
6 -
p SOIL ..
7 'S" J��A Ro eta NA
,...., T.r,,,-'p - • qv , ',/ ),:opi
I04;1. 1141 IV Op NO RT N GPI WA
DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM OTHER FACTORS(.194.6): PS
SITE CLASSIFICATION(.1948): PS
Available Space(.1945) PS PS EVALUATED BY: Ashley Pollens
System Types(s) ACCEPT 25%RED PM SAME OTHER(S)PRESENT: Chad Wagner&Mason Freeman
Site LTAR 0.3 0.25
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