HomeMy WebLinkAboutAUTH-07-2023-200646.TIF .c r�7 CATAWBACOUNTY Case I WELL-07-2023-200945
: ' Public Health Department Subdivision OLD MILL SUBDIV i
,`/-,,,;., . 1s Environmental Health Division PINK 481901108377
iii../ PO Box 389,25 Governmen#Drive.Nei on,NC 28658 LOTH 7
E:LV r
INN Address: 1337 TERRAPIN RIDGE RD,CATAWBA NC 28609
Name an Penult: 'DELLINGER BLD CO INC.,L.C.
Property Stu: Acres 0.51
Directions: Hwy 16 to 150 Left,Right at Boss Hog,Left at Stop sign,past school Right on Molly's Backbone,Right on
Row,Right Terrapin Ridge
Owner/Authorized Representative Acknowledgement of Permit Receipt
tk#__I certify that I am the owner or authorized agent(owner's authorization required)representing the owner of
the property described above.
X,/,(il As the property owner or authorized representative, I have received the above referenced
permit(s)as requested in the application for service RBPR-06-2023-44783,by the following method(s):
Received in Person
_ Facsimile Transmittal(Return form with signature required)
V Electronic Image Transmittal/E-mail (Return receipt required)
�}et 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(ISA NCAC 18A.1900),
and/or Well Construction Standards(ISA 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:07/26//2023
Owner/Authorized Representative Signatur
Date 0/732
Documentation of Permit(s)Transmittal
(permit transmitted by electronic or other means)
Permit transmitted by (name of person sending permit)
n
Signature E Date/Time B Il I)3
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 ya 'lease ttake a few rnometms tto complette our custtomer service survey att
http://www.surveymonkey.com/s/EHCusttomerService
i Oe6L60e! ierEw
(19
4hpermu 07/27,2023 07:46
County: C- fa/ a
CONSTRUCTION AUTHORIZATION FOR G.S.130A-335(a2)/SL2022.11
PIN/Lot Identifier: 46VA°11 ailS3't
Issued To:p
Property Location: V s31 'Wm fin ftZoigL Rp .Gu4a,bo1 NC. ?ifaeici
AOWE/PE Plans/Evaluations Provided: Yes 6? No O If yes,name and license number of AOWE/PE:; ,eA Peah10t?+.8114rvS Vc 100 21
Facility Type: 'Z Br _Sm yt _
fia New 0 Expansion✓ 0 Repair System Relocation Cl
Basement? BYes 0 No Basement Fixtures? RI Yes 0 No
Type of Wastewater System** t •l I")Ex;,)?‹ (Initial) qL1s ft j Pr-e4P.k4 (Repair)
Design Daily Flow: 2t40 GPD Wastewater Strength:IX domestic 0 high strength 0 industrial process
Session Law 2014-120 Section 53,Engineering Design Utilizing Low-flow Fixtures and Low-flow Technologies? 0 Yes 0 No
Installation Requirements/Conditions,
Septic Tank Size: 100, gallons Total Trench/Bed Length: i Z Kam. feet Trench/Bed Spacing: `,;l feet on center
Drainfield square footage: 1 Trench/Bee Width:_3( inches LTAR: O •3 j _gpd/ft2
•
3
Soil Cover:(iapinches Slope Adjusted Maximum Trench/Bed Depth: V inches
Aggregate Depth: inches above pipe inches below pipe inches total
Pump Tank Size(if applicable): gallons Requires more than 1 pump? 0 Yes 0 No
Pump Requirements: ft.TOri vs. GPM Grease Trap Size(if applicable): _gallons
gallons
Distribution Method: 0 Serial"D-Box or Parallel E3 Pressure Manifolds) Cl LPP O Other:
Artificial Drainage Required: Yes 0 Noi If yes,please sper`fy details:
Legal Agreements(if the answer is"Yes"to any type of legal agreements,please attach o copy of the agreement.)
Multi-party Agreement Required[.1937(h)): Yes 0 No ba
Easement,Right-of-Way,or Encroachment Agreement Required[.1938(j)): ;Yes $No
Declaration of Restrictive Covenants: 0 Yes lSct No
•
"If walkable;
I understand the system type specified is different from the type specified on the application. I accept the specifications of this permit.
Owner/Legal Representative Print Name:
--
Owner/Legal Representative Signature: _ __.__ Date:
Pre-Construction Conference Required: Yes 0 No El
Conditions: Set: dC i
The construction and installation requirements of Rules.1950,.1952,.1954,.1955,.1956,.1957,.1958,and.1959 are incorporated by reference
into this permit and shall be met. Systems shall be installed in accordance with the attached system layout.
AOWE/PE Print Name: 1_ hll�,1PI�A'1S // y //
AOWE/PE Signature: Vi ' '� �— Date: i��' c•f-/ C't,}.
This AOWE/PE submittal is pursuant to and meets the requirements of G.S.130A-335(a2)and(a5).
"See attached site sketch*
County: Catawba
This Section for Local Health Department Use Only
Initial submittal received:6/28/23 by RP
Date Initials
Permit Number: AUTH-07-2023-200646
G.S. 130A-335(a6)states the following: 'If a local health department fails to act on an application for a construction authorization
submitted pursuant to subsection(a5)of the section within 10 business days of receipt of a complete application, the local health
department shall issue the construction authorization.'
In accordance with G.S. 130A-335(a5)the construction authorization 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 AOWE/PE and the Owner on
Date
State Authorized Agent: Date:
❑ Denied (See attached report.)
Copies of this were sent to the AOWE/PE and the Owner on
Date
State Authorized Agent: Date:
❑ Complete ^�ir,/L/
State Authorized Agent: 6 �(/(n' Date of Issuance: 7/20/23
This Construction Authorization is issued pursuant to G.S.130A-335(a2),(a5),and (a6)using the signed and sealed plans or
evaluations attached here.This Construction Authorization 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 Construction Authorization
shall not be affected by a change in ownership of the site. This Construction Authorization is subject to compliance with the
provisions of the Laws and Rules for Sewage Treatment and Disposal and to the 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.
Final landscaping shall be constructed to divert water and establish vegetative cover.
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
plans,evaluations,preconstruction conference findings,submittals,or actions from a person licensed pursuant to Chapter 89C of
the General Statutes as a licensed engineer or a person certified pursuant to Article 5 of Chapter 90A of the General Statutes as an
Authorized On-Site Wastewater Evaluator in GS 130A-335(a2),(a5),and(a7).The Department,the Department's authorized
agents,and the local health departments shall be responsible and bear liability for their actions and evaluations and other
obligations under State law or rule,including the issuance of the operations permit pursuant to GS 130A-337.
Construction Authorization Expiration Date: 7/20/28
*See attached site sketch*
SOIL & FORESTRY
SERVICES
OF THE CAROLINAS, PA
www.so i la ndfo restryservices.com
Project#: 22-0031
June 215`,2023
Margy Natalie
Attn: Margy Natalie
Email:Margyrnar »ataihe,i:prn
RE: Soil&Site Evaluation for a 2 Bedroom Residence at 1337 Terrapin Ridge Lot#7,
0.50 ac Parcel,PIN#461901198377,Catawba,NC 28609,Catawba County,NC.
Margy:
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 submittals to Catawba County Health Department.
Site Conditions
At the time of our evaluation land cover on the property was partially wooded and partially cleared
property.Topography within the evaluated area was moderate slope near the house site with moderate
percentage of slope in the proposed drainfield area. Property lines and corners were marked at the
time of the evaluation by Ted Benbow Land Surveying. The Surveyor provided an Autocad File of the
survey with the proposed house envelope as a basemap. The proposed septic layout was located via
survey,GPS and tape measures which were used to produce the attached Site Plan.The house envelope
was pinned in the field by the Dedmon Surveyors for the client The existing mobile home was removed
in 2022.The existing septic tank was exposed and drainfield was found to be going off property.These
must be abandoned.
Methodology
We evaluated soil areas through the use of Backhoe pits. Soil morphological conditions including color,
texture,structure,etc.were reviewed in the field with nine pit locations on the property flagged and
located via GPS.Six of the nine pits are located in 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 pit.
The house envelope was located via survey.An on-ground layout of system and repair was performed
using a laser level. Pin flag locations of the layout were also located by survey,GPS and tape measure.
Detailed system& repair information is summarized in the following paragraph for this Lot.
1337 Terrapin Ridge(See Attached Design)
The septic layout for this lot(8'centers)yielded a total of 332 linear feet of line.The primary system is
proposed as 126 linear feet of Modified Conventional(HPPBPS)drainfield with gravity parallel
distribution.Trench depth is specified at 32 inches.The repair system is proposed as 206 linear feet of
Modified Conventional(HPPBPS)drainfield with low pressure distribution.TS-II Pretreatment is required
for the repair to allow encroachment inside the 50' Lake Buffer.Trench depth is specified at 23 inches.
There is additional repair area above Line#1 where the old mobile home was located.
Session Law Requirements
All information needed to issue the IP must be submitted with the application.The application shall
include all information described in 1SA 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
' '"?'1P.
tint Name
Signature 1ylac c Q3 / fi 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. This LSS 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 1337 Terrapin Ridge,Catawba, NC 28609.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 schedulatitrrthset4i., Please contact S&FS if you have any questions
regarding this report or the attar et1infornnp'ipn. Btfal�So offers septic system inspection,wetland
delineation and forestry servic i .�•-•�- ' ,. %-
Sincerely, w `t' k/I►'. '
I yyr
S.Ashley Rollans,LSS < *� ,}>µ^ Y ,�'`
Attachment: Septic DEign \`�,, !c I,
. % . -+ t— s
1337 Terrapin Ridge Rd
Catawba NC 28682
The plans or evaluations attached to this application are to be used to issue an
Authorization to Construct in accordance with G.S. 130A-335(a2), (a5) and (a6).
Owner or owner's legal representative: Print name c\n6;�� �; ;_ �_l Z
Signature: �- Date: 113 I Z O
•
SOIL I FORESTRY
SERVICES
Ur THE: CARDLINAS, PA
www.soilandforestryservices.corn
Attached is a proposed design for an Modified Conventional Septic System with
gravity dist.for a 2 bedroom single family residence at 1337 Terrapin Ridge,
Lot 7,PIN#(461901198377)Catawba 28609,Catawba County,NC.
Contents: Page
Information for the Installer
Design Information
Design Specifications 2-3
Layout Specifications 4
Site Plan/System Plan 5-6
Calculations _- 7
Profile Descriptions 8-10
Application `� `...� : r ,`
;•`C ,...�..., CLIENT
i� PROVIDED
Improvement Form
8 ).:7; "` K✓
Construction Authorization Form --- -- - _ 12
Subdivisoin Plat - -=�- - � --- -; 13
12' 1 C)
June 21,2023
Project#:22-0031
Design By: Soil& Forestry Services of the Carolinas,PA
1
INFORMATION FOR THE INSTALLER:
The permit should be read very carefully prior to bidding. The following are details
that must be considered along with all other considerations.
- Tanks shall be approved by NC I)HHS,and certification supplied by the
manufacturer.
- Tanks shall be water tested prior to installation.
- The installer shall be responsible to the owner for placement of the tanks and to insure
that final grades are returned to the original natural grade, with exception of added
structural features.
- The supply trench shall be compacted to eliminate cavities left during initial fill
placement.
- Installation of the system shall be during dry conditions in order to protect the soil
structure.
- All fittings shall be pressure rated fittings.
- All joints shall be cleaned with PVC pipe cleaner and a heavy bodied glue applied to
weld all joints.
- Where required by the county health department,post installation inspections by
the designer must be scheduled 5 week days in advance.
- Trenches shall be carefully excavated so the bottom is within 2"from the highest to .
the lowest points of elevation within the trench. If the bottom elevation needs
adjusting after it has been trenched, it will be done by removing high points rather
than filling low points. It is extremely important to insure that trenches are not over
excavated during initial trenching. All fine grading within the trench will be hand done
with a shovel. No loose material will be left in the trench
- All pipe openings in the tanks shall be properly grouted. This also applies to the
joints around the riser.
- All tanks shall be properly back filled and compacted to prevent slump at a later date.
- Earth darns,constructed of relatively impervious material, shall be installed at the
beginning and end of each lateral.
- No heavy equipment shall be used on the field during or after installation.The use of
a small loader(i.e. Bobcat)or a trencher(i.e. Ditch Witch 2300/2310)may be used for
installation.
- Elevations at pinflag locations should he checked by the installer prior to beginning
trenches.
- Septic tank riser shall he a minimum of 6" above finished grade.
- System is specified as a gravity HPPBPS installation.
- Repair is specified as a HPPBPS with TS-II pretreatment. LP distribution.
2
GRAVITY HPPBPS SYSTEM
FOR WASTEWATER TREATMENT
Applicant: Margy Natalie
Address: 8302 Clipper Ct
Catawba,NC 28609
Phone: 704.626.2413
County: Catawba
Location: 1337 Terrapin Ridge
Catawba, NC 28609
Source of Wastewater Flow: 2 Bedroom Single Family Residence
Estimated Gallons Per Day Flow: 240
System Flow: N/A
Design Specifications
Drainfield Size: 126
Loading Rate(gpolft.2): 0.325
Depth of Gravel in Trench: N/A
Gravel Size: N/A
Trench Depth(LOW SIDE): 32 in Repair Trench Bottom 23 in
Trench Width: 34an. 31.nthe-
Septic Tank Size: 1000
Estimated Supply Line Length: 5
Supply Line Diameter: 4 in. SCH 40 PVC
Supply Line Volume: 1.31
Dosing Volume: N/A
Supply Manifold: N/A
Supply Manifold Length: N/A
Supply Manifold Volume: N/A
Recommended Float Controls: N/A
Recommended Control Panel: N/A
Pressure Head: N/A
Friction Head: N/A
Elevation Head: N/A
Total Dynamic Head: N/A
Threaded Union: N/A
Gate Valves: N/A
Check Valves: N/A
Anti-Siphon Hole: N/A
Additional Comments: Soil suitability was performed by Soil &Forestry
Services of the Carolinas
•
1337 Terrapin Ridge
HPPBPS SYSTEM
DESIGN FLOW(gpd): 240
SOIL APPLICATION RATE (gpolft.`): 0.325
TOTAL AREA TRENCH BOTTOM: 378
TOTAL LATERAL LENGTH: 126
NUMBER OF FIELDS: 1
LATERAL LENGTH REQUIRED PER FIELD: 123.0769
SUPPLY LINE LENGTH: 5
TOTAL DYNAMIC HEAD: N/A
MANIFOLD SIZE: N/A
DOSING VOLUME: N/A
PUMP TANK DRAW DOWN*: NiA
SEPTIC TANK SIZE: 1000
PUMP TANK SIZE: N/A
•
Layout Specifications- 1337 Terrapin Ridge
Project#:22-0031
LAYOUT FOR 2 BEDROOM HOME 6/21/2023
FLAG FLAGGED DESIGN
LINE# COLOR B,S HI FS ELEVATION LINE LENGTH LINE LENGTH
TBM
INSTR. I
RED 42 42
2 ORANGE 42 42
3 BLUE 42 42
4 YELLOW 28 28
5 PINK 57 57
6 REI) (inside 50'buffer) 58 58
7 ORANGE (inside 50'buffer) 63 63
Total 332 332
SOIL LOW SIDE
LINE LIAR SYSTEM I;TAR TRENCH TRENCH
LENGTH GI'D!FT2 TYPE GPD/FT2 SYSTEM DISTRIBUTION DEPTH
*System 126 0.325 MOD.CONV 0.325 HPPBPS GRAVITY 32"
Repair 206 0.300 MOD.CONV 0.300 HPPBPS LOW 23"
Wi('S-Il PRESSURE
Notes: **All measures in feet.
**Nitrification lines are demonstrated on contour via colored pin flags
**Nitrification lines were located by GPS&Tape Measure
5
GRAVITY HPPB1'S SPECIFICATIONS - 1337 Terrapin Ridge
SYSTEM
# Color H;ieva i n Length hole tiirt now/hole 'Unmet Aim #of Panels
1 Red N/A 42 N/A N/A 126 10
2 Orange N/A 42 N/A N/A 126 10
3 Yellow N/A 42 NM N/A 126 10
3.7.2 30
total feet = 201 gal/mio= N/A
Den.Flow 240
Pump Rua= N/A
soil IJAR 0325
1.TAR+5% 0.34125
LIAR with mod. 0.65
LIAR with mod..+5% 0.6825
/��6. - Rage R 0 au
TerrCE (n�p.�� 1`�' Pg. Course Bearinc
PW
)
6p, R/ ---� Li _N 63°54 ' 0(
>> E�R� L2 S 56° 18 ' 2�
/8" EIR 7
�j2� � L3 N 88° 14 ' 1f
kil �► Unless otherwise indict
�e Jo- REMOVE OVERHEADhorizon horizontal ground distc
�a3 ,�;� h;, POWERLINE distance, multiply the
�� combined factor.
L3 0
Tie Line `` a �' 1:30 SCAL Curve F
• •
W � 6 a 24 6 C 1 `
p-.P•S.D 40 0
w 27 2 c_74
„ !MAAS?!
N„
GRAPHIC SCATRON4E '5 O C- RI`
RE
I\ i \ ® $'` O• o/peck
O 34 °�
LA
dome A: illo To
Nicolas !✓
,�(6� _ Area 37', CW
and wife, Lori
Cp n�{or 61.
icy , M° 4G. 4 ' : �.._ ^ D.B. 2384,
lladay N i OP 2, ‘ 0. 5 Acre P.B. 14, ,
'468
VA
40 56
D • / }
RE •
z n 1 q.8• /,� EIP
zi 7,1 " -/� S
one
.-! �OStine dater
�5t0• , �F t, Norman
KO k55e
t °t of 1��'e
den oS
Or Ole
L� 2so0
EIR tall 1,,,,,,
0.6 Note:
Although the property shown hereon has a base flood eleva
of 761.1 feet ms1, Duke Power maintains a flooding easemt
a
olli .1 + s a4s i,. _ • ifl
il 'i1I
! 3 2
li: 4
ti;litr,\1113g \! ! e 1 !2:101i ii: -'12. ea i;k14 R'14.
a� i $ j oz. s Ia ResiaYt npip d
f... O gg ,�, UN
H g liii
U
i I
c o g �o,� Ill
t4[4
if:ko
[Z1 � pj 'pQ
e,$ a b% i.. 1,.,,I k go y I
4 0 o fq o t^ D
'It 8$$ H
B OO O * -x,�i_ O
-Eltik; ), \ , qlf 0. . .,), . ta
i"i S: -,z 2 ' 3 g. 1
• sn 05,
t , Al3, Q° 1
' '' - pelo%,P ':- - '.4
-iq,s At's-\, • 1.
ii1$v
4\ g.1 •11 4 m
4•
of ,i p.,411 i\\ 'Y ` • `4
a 1141411 `%
In i
utIri` 411011 1 ‘ a-t.\ \ 4\ , 6.'1'
lant t 1 % '‘C t ik % i, •11:::1364.j
Iisttri
tP7 S
W UI 11 of \ � )y 3 #1imrn Co mm4. \ SSe i
o ° A
\\ al 1 3 '." g
tql .-:-H3IP t6'0
& a 11.) a ii 1 1 ,
1 °.' Z 't—, i !
,i,
^fr O \ ; 1 et
g ,,Ol o to
i ,,, an� i i
2 ... 1\'5 4` • iii
. oa et Is 'R . �
i --,,)___
RI
,, G) - Li k.a - - -v-10 ,,,, gil igl -- \,,,
i g (II •-. g. Pb 1 killie. lrgl ill e
g 1 1 1 1 i: 1 F.:‘.
� 1
Ct 0 .eve
Reu nYE Tp : 4
P.B. 14, It. 10.5 �!
7
CALCULATIONS
Location 1337 Terrapin Ridge
Catawba, NC 28609
Project Number 22-0031
Lot No: 7
No. of Bedrooms 2
Design Flow 240 gal/day
LTAR 0.325 gal/naday
HPPBPS?(YES OR NO) YES
Supply Line Length 5 ft.
Supply Line Volume 3.265 gal. FRICTION FACTOR
INTERPOLATER
Required Feet of Line 123.0769 ft. 2"SCH 40 PVC
Amount of Line from Layout 126 ft. GPM f
20 0.84
Gallons per Minute N/A gad/min -0.88
25 1.27
Required Septic Tank Capacity 1000 gal. -1.28
Septic Tank Size 1000 gal. 30 1.78
-1.76
Panel Volume N/A gal 35 2.37
#of Panels N/A -2.25
Dosing Volume N/A gal. 40 3.03
43.07 3.48
45 3.77
48.14 4.28
50 4.58
57.11 5.89
60 6.42
Tank Draw Down N/A
Pump Run Time
Elevation Head N/A ft.
Pressure Head N/A ft.
Friction Factor N/A ft./100 ft. (From the rrtterpolater.)
Friction Head N/A ft.
Total Dynamic Head(+15%) N/A ft.