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^_S rf CATAWBA COI INTY
y - ', Public Health Ikpartmcnt Subdlrnuon COBBLESTONE
A. _ is •P.nvirunmcntal Health Division PINS 480803022975
111‘f y" PO Boa 31t9,25 Government Drive.Newton.NC 26658
I A7'1� 24
8IteAddress: 7015 COBBLEFIELD LN,DENVER NC 28037
Name on Permit 'NEST HOMES LLC
Property Ale: Acres 1.01
Direction: Slanting Bridge Rd south!left Bums Rd I right on Cobbletield
Owner/Authorized Representative Acknowledgement of Permit Receipt
I certify that!am the owner or authorized agent(owner's authorization required)representing the owner of
the property described above.
`frAs the property owner or authorized representative,I have received the above referenced
permit(s)as requested in the application for service RBPR-12-2021-39533,by the following method(s):
p Received in Person
Facsimile Transmittal (Return form with signature required)
4 Electronic Image Transmittal/E-mail (Return receipt required)
�/ cie
As the property owner or authorized representative I have reviewed and understand the specific conditions
r of the perrnit 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 ISA.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: 07/12/2023
Owner/Authorized Representative Signature Stles.42LP__ __
Date_.t)1) 23
Documentation of Permit(s)Transmittal
(permit traesmltted by electronic or other means)
Permit transmitted by (name of person
Qsending permit)
Signature__ E__ _— ______Date/lime i�1151)3
Method: Fax I Email US Mail _ Other
Owner's request to send by the above indicated method of transmittal in lieu of signature
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CONSTRUCTION AUTHORIZATION FOR G.S.130A-335(a2)/SL2022-11
PIN/Lot Identifier: 40 ( O I �(��5-
Issued To: \4J2, - �,jf'AQ., ((''� � r
Property Location:t4 L5Co\a\C\ke-''C<�e.a L tm ' yw'e( 4e.. act�3�CC ff nn'' 1
AOWE/PE Plans/Evaluations Provided: Yes sp B' NNo ,❑ If yes,name and license number of AOWE/PE;�P4 t4 A ' 1 I`o��v s. '10031C
Facility Type:L rJrk oofv 11C_.C�,Cyst v A-t
I "New 0 Expansion 0 Repair System Relocation ❑
Basement? ❑Yes "No Basement Fixtures? 0 Yes 0 No
Type of Wastewater System** RcLQp`t1 -t� * �e •//-19 (Initial) ? BPS *11.--n (Repair)
Design Daily Flow: y`' t GPD Wastewater Strength:ID-domestic 0 high strength ❑Industrial process
Session Law 2014-120 Section 53,Engineering Design Utilizing Low-flow Fixtures and Low-flow Technologies? 0 Yes ago
Installation Requirements/Conditions
Septic Tank Size: 10-Q0 gallons Total Trench/Bed Length: 11a° feet Trench/Bed Spacing: I feet on center
Drainfield square footage: 1 I Zd0 Trench/Bed Width: 3(0 inches LTAR: Q 13 gpd/ftz
yhi i.
rr
Soil Cover: li, inches Slope Adjusted Maximum Trench/Bed Depth: ?3 inches Ld"/51 bki
Aggregate Depth: inches above pipe inches below pipe inches total
Pump Tank Size(if applicable): 0L7 gallons requires more than 1 pump? ❑Yes E]No
ea ,1 i1JP( or(L Mc1,n$c(vtc11K t
Pump Requireinenfs: 5 ft.TDHHvs. GPM Grease Trap Size(if applicable): gallons
Distribution Method: 0 Serial 0 D-Box or Parallel Pressure Manifoid(s) 0 LPP ❑Other:
Artificial Drainage Required: Yes❑ No 2-IT yes,please specify details:
Legal Agreements(If the answer is"Yes"to any type of legal agreements,please attach a copy of the agreement.)
Multi-party Agreement Required[.1937(h)]: Yes 0 No El—
Easement,Right-of-Way,or Encroachment Agreement Required(.1938(j)]: 0 Yes l J'lo
Declaration of Restrictive Covenants: 0 Yes ago
**If applicable:
I understand the system type specified is different from the type specified on the application. I accept the specifications of this permit.
Owner/Legal Representative Print Name:
Owner/Legal Representative Signature: Date:
`
Pre-Construction Conference Required: Yes❑ No li
Conditions: (�4S►cCN/ n5 j wex,✓ Ft,r(Q !'',,A.,�4�� R L.
The construction and installation requirements of Rules.1950,.1952,.1954,.1955,.1956,.1957,.1958,and.1959 are incorporated by reference
into this permit and shall be met. Systems/ shall be installed in accordance with the attached system layout.
AOWE/PE Print Name: A ��Qns
AOWE/PE Signature:1� - ` 7 Date: Z,� f'+J^..
This AOWE/PE submittal is pursuant to and meets the requirements of G.S.130A-335(a2)and(a5)eitj1+ melobtii t+ A.1 '
*See attached site sketch* �ti�`$�� i"r..?f
ir• y e:f C'Yctfl lIIf'%'?* 474..
RECEIVEDza
JUL 1 0 2023 tote;- .
Environmental Health
7015 Cobblefield Ln County: Catawba
Lot 24
This Section for Local Health Department Use Only
Initial submittal received:7/10/23 by RP
Date Initials
Permit Number: Auth-08-2023-202414
G.S. 130A-335(a6)states the following: 'If a local health department fails to act on an application fora 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
/7,- 4
State Authorized Agent: Date of Issuance: 8/111/23
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: 8/1f'/28
*See attached site sketch*
1.._�1 rr�1-FT
F 1 1 1 1 4 \ \.._.�. \ \ D.r 652-7rq 320-- `` _ _._.. __.
t t t' ! / r l J - oAed. 0• \` _ 1 I
1 / FM LENGTH FLOW OP HD FRICTION HD( HIGH PT LOW PT STATIC HD TDH Pump Required l_
+ ' LOT 1-A 2,240.00 25.50 3.00 25.44 824.00 813.00 11.00 39.44 Zoeller 185 or Equal
LOT 15-A 735.00 25.50 3.00 8.35 824.00 786.00 38.00 49.35 Zoeller 185 or Equal
LOT 16-A 805.00 25.83 2.00 9.14 824.00 4 . 790.00 34.00 45.14 Zoeller 185 or Equal
LOT 17-A 1,050.00 25.50 3.00 11.92 828.00 800.00 28.00 42.92. Zoeller 185 or Equal
LOT 18-A 1,185.00 25.83 2.00 13.46 832.00 806.00 26.00 41.46 Zoeller 185 or Equal
LOT 19-A 1,250.00 25.83 2.00 14,19 835.00 815.00 20.00 36.19 Zoeller 185 or Equal
LOT 20-A 1,470.00 25.83 2.00 16.69 839.00 808.00 31.00 49.69 Zoeller 185 or Equal
LOT 21-A 1,650.00 25.50 3.00 _ 18.74 841.00 812.00 29.00 50.74 _- Zoeller 185 or Equal
f LOT 22-A 1,675.00 25.50 3.00 19.02 846.00 818.00 28.00 50.02 Zoeller 185 or Equal
LOT 23-A 1,880,00 28.44 2.00 21.35 845.00- 818.00 27.00 50.35 Zoeller 185 or Equal
i LOT 24-A 1,790.00" 28:44 - 2.00 `20:33 •-"848.00''s 828.00•- . -'•20:00' - . 42:33 Zoelrer.185 or Equal`'
' LOT 25-A 2,060.00 29.52 2.00 6. 23.39 ._ 653.00 _- 836.00 17.00 -, 42.39_.,, Zoeller 185 or Equal
PUMP PERFORMANCE CURVE
MODELS 18514185-18614186.18814168.18914189-191 t
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Wednesday, August 9, 2023 2:01:36 PM - Cobblestone FM-1 Rev 7-26-23-Sealed.pdf- Profile 1 - Microsoft Edge
•
PIEDMONT DESIGN ASSOCIATES, P.A.
125 East Plaza Drive f Suite#101 Engineering
Mooresville,NC 28115 Surveying
Phone: 704-664-7888 I Fax: 704-664-1778 Planning
Email: dmunday@pdapa.coin
April 5,2022
Catawba County Health Department
PO Box 389
Newton,NC 28658
Attn: Robbie Phelps,REHS
RE: Offsite Effluent Force Mains serving Lots 18-20&Lots 23-25
Burris Road and Cobblefield Lane, Cobblestone Subdivision
Catawba County, North Carolina
Dear Mr. Phelps:
ENGINEERS CERTIFICATION
I, Donald L. Munday, as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe periodically the construction of the
referenced project, (6) Offsite Septic System Supply Lines to serve Lots 18 (18-A), 19
(19-A), 20 (20-A), 23 (23-A), 24 (24-A) & 25 (25-A) in Cobblestone Subdivision,
located in Catawba County,NC,hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the testing such that the construction was
observed to be built within substantial compliance and intent of the approved plans and
specifications. Please note that this certification is NOT for the actual systems themselves
but for the supply lines from the individual residence(s) to the offsite easement area(s)
only.
Sincerely,
otitis/totPIEDMONT DESIGN ASSOCIATES, P.A. •%,( C /',,,��
A/7/44K SEAL s
17327 -
Donald L. Munday,P.E. �.� ••E�;q, ;..•'�N.C. Registration No. 17327 ''���,D L. 1Av •`
cc: Allen VanNoppen,Nest Homes 04/05/2022
_ J
R / "
1 �1 nes . ; ' HOMES
July 24, 2023
RE: 7015 Cobblefield Ln, Denver NC 28037,
Lot 24-Authorization to Construct
Greetings Mr. Robbie Phelps,
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 Eric Wood
Signature: J�..K,a)Z7 Date:07/24/2023
236 Raceway Drive, Suite 7 Mooresville,NC 28117 Phone: 704.208.4251 nesthomes.com
al
SOIL X FORESTRY
SERVICES
Li - 1.1--1E CAROL!PA r, . hP.
www.soi landforestryservices.com
Attached is a proposed design for an Accepted(25%reduction)Septic System with Pressure
Manifold distribution for a 4 bedroom single family residence at 7015 Cobblefield Ln
Subdivision Lot 24A,(PIN#:460603126245),Denver NC,28037.
Contents: Page
Information for the Installer --- ---- 1
Design Information
Design Specifications -- -. 2-3
Layout Specifications ------ -- -. 4
System Tapsheet ------_. ____--- 5
Pressure Manifold Diagram — 6
Site Plan/System Plan --- ------ 7
Calculations -- ---- --- _ 8
Profile Descriptions 9
Subdivision Plat --- — 10
Session Law Form ----- 11
Application-------------------------------- --- SUBMITTED
***PROFESSIONAL ENGINEER REQUIRED TO PROVIDE DESIGN •
SPECIFICATIONS FOR EXISTING FORCE MAINS PRIOR TO '
ISSUANCE OF AUTHORIZATION TO CONSTRUCT. ‘71.-11E>
:Opt 011)
March 17,2022 " A
Project No.21-0093
Design By: Soil&Forestry Services of the Carolinas,PA
s •
t •
s r
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 DHHS, 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.
- 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 dams, 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 be checked by the installer prior to beginning
trenches.
- Pumptank riser should be 6"above grade, control panel should be 12"above grade.
- Septic tank riser shall be a minimum of 6" above finished grade.
- System is specified as an Accepted 25%reduction installation w/Pressure Manifold.
- Repair is specified as a PPBPS 50%reduction installation w/Low Pressure distribution.
- Rake trench walls, lime sidewalls, install trenches 36" wide and have no more
than 1/4" fall in 10 feet.
- Supply line size,length and elevation head must be provided prior to AC
- Repair is offsite on Lot 24A. Supply lines were installed per expired IP.
4
Layout Specifications- 7015 Cobblefeld Ln -Lot24A
Project#:21-0093
LAYOUT FOR 4 BEDROOM HOME March 17,2022
FLAG FLAGGED DESIGN
LINE# COLOR BS lI FI ELEVATION J,,INE LENGTH LINE LENGTH
TBM 1.90 101.9 100.00
HOUSE
PUMP TANK
INS INSTR. I OFFSITE 24A
1 RED 2.20 99.70 42 42
2 BLUE 2.80 99.10 68 68
3 YELLOW 3.60 98.30 90 90
4 ORANGE 4.10 97.80 112 100
5 PINK 5.00 96.90 114 100
6 RED 5.60 96.30 107 100
7 BLUE 6.00 95.90 103 100
8 YELLOW 6.60 95.30 35 35
9 ORANGE 7.20 94.70 23 23
Total 694 658
SOIL LOW SIDE
LINE LTAR SYSTEM LTAR TRENCH TRENCH
LENGTH GPD/FTZ TYPE GPD/FT2 SYSTEM DISTRIBUTION DEPTH
'System 400 0.300 ACCEPT. 0.300 25%RED GRAVITY 33"
Repair 294 0.300 MOD. 0.300 50%RED LOW 33"
(12', 14',7,3') CONY PRESSURE
on lines,4,5,6,7,
Notes: **A11 measures in feet
**Nitrification lines are demonstrated on contour via colored pin flags
**Nitrification lines were located by GPS and Tape Measure.
**Property lines located by Licensed Surveyor.
1 •
5
PRESSURE MANIFOLD TAPSHEET- 7015 CobblefieId Lane-Lot 24A
SYSTEM
Line#1 Color Elevation Length Hole Size Flow/rap Trench Area Line LIAR
4 ORANGE 97.80 100 SCH 401/2 7.11 300 0.15
5 PINK 96.90 100 SCH 40 1/2 7.11 300 0.15
6 RED 96.30 100 SCH401/2 7.11 300 0.15
7 BLUE 95.90 100 SCH 40 1/2 7.11 300 0.15
total feet = 400 gal/min— 28.44
Des.slow 480
Pump Run= 6.43
soil LTAR 0.3
LIAR+5% 0315
LTAR with ACCEPTED 0.4
LTAR with ACCEPTED+5% 0.42
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CMET2IS CU"MM.K.COBBLESTONE SUBDIVISION 8 GLENNWOOD DRIVE As ',dates P.A.
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BURRIS ROAD 31
MOORESVILLE. NC 28115 . .,,,... , s ,
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