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HomeMy WebLinkAboutAUTH-08-2023-202407.TIF • County: CAA-aWV3G f CONSTRUCTION AUTHORIZATION FOR G.5.130A-335(a2)/5L2022-11 PIN/Lot Identifier: 1 10 U.. ( L.0c7 I 3 C. Issued To: ' Q$s \AL)Cv\e/2-N C Property Location 3Ci Co\c\c e-ci. , LYN 'gr .t'2( AOWE/PE Plans/Evaluations Provided:`�Yes Q' �No❑ If yes,name and license number of AOWE/PE tv%vj +`C ` 1/41 ' 4•(1)Q-a'77, Facility Type:Li iWc0.-h �C..0 is�i4 V 1'�� i�New 0 Expansion ` ❑Repair System Relocation 0 Basement? ❑Yes No Basement Fixtures? Ill Yes 0 No Type of Wastewater System** AC_Ca-f C't v(f'1" (Initial) Y P Bps c_1c� (Repair) Design Daily Flow: p�) GPD Wastewater Strength:irdomestic 0 high strength ❑industrial process Session Law 2014-120 Section 53,Engineering Design Utilizing Low-flow Fixtures and Low-flow Technologies? 0 Yes installation Requirements/Conditions 1 C� Septic Tank Size: (i3'00 gallons Total Trench/Bed Length: —1C13 feet Trench/Bed Spacing: 9 feet on center Drainfield square footage: , )2-0.0 Trench/Bed Width: 3(3 inches LTAR: '3 gpd/ft2 Soil Cover: (l inches ''Slope Adjusted Maximum Trench/Bed Depth: 3 0 Inches �.@.) 11)k5 Aggregate Depth: inches above pipe inches below pipe inches total Pump Tank Size(if applicable): 10 00 gallons Requires more than 1 pump? ❑Yes \1S1 No Pump Require ents: 5 ft.TDR vs. GPM Grease Trap Size(if applicable): gallons Distribution Method: ❑Serial 0 D-Box or Parallel \El Pressure Manifold(s) 0 LPP 0 Other: Artificial Drainage Required: Yes 0 No Lg'ff yes,please specify details: Legal Agreements(lf 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 Er Easement,Right-of-Way,or Encroachment Agreement Required[.1938(j)]: ❑Yes EL.No Declaration of Restrictive Covenants: ❑Yes Q'1lo woe **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: w Pre-Construction Conference Required: Yes 0 No Igir— Conditions: ► ! ,,- ,F r(1 II'tr , Q o IDS(;� 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: A Ac-t AOWE/PE Signature: +, Cam( /6. ,4t4_-.__- Date: /s'/i1_147 This AOWE/PE submittal is pursuant to and meets the requirements of G.S.130A-335(aZ)and(a5 c.01141 �fTrlfii{� u ` *See attached site sketch* a� �, d � ~ fiCr{i •*• +� �4 • to f,. Environmental Health •ry ';�r'11111t- . �' _r T- - _ - _ _ _ - -.. I I / / // i , ) ` > / , . .. , ;'- � , 1 I FM LENGTH FLOW OP HD FRICTION HD HIGH PT LOW PT STATIC HD TDH Pump Required i 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 T16-A ..805.00 25.83 . „ }c2.00 9.14 824.00 790.00, ... 3400 .. 45.14 firtoeller185orEqual a •.-_ ... 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 211111 ,2.00 i1 ,.0'13.46 832.00 806.00 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 38.19 Zoeller 185 or Equal - -- LOT 20-A 1,470.00 25.83 2.00 '16.69 839.00 608.00 31.00 49.69 Zoeller;185 or Equal, 1 LOT 21-A 1,650.00 25.50 3.00 _ 18.74 841.00 812.00 29.00 50.74 Zoeller 185 or Equal LOT 22-A 1,675.00 25.50 3.00 19.02 846.00 818.00 28.00 50.02 Zoeller 185 or F ual J l LOT 24-A . 1,790.00 . 28.44 -2.00. 20.33 - 848.00 8,:.00 20.00 ` 42.33 Zoeller 185 or Equal "i 2,060.00 ' '29.52 :.;'2.00 23.39 853-00 836.00 t o :07.00 42.39 Zoeller 185 or Equal ::,�. i �•, y E PUMP PERFORMANCE CURVE i MODELS 18514155-18614185.18814188.18914189.191 v 1 a w 1 1/i,• ■■■■ %-- / ,00 ►11■4�■■■■■ ,1,r/ , L i u ■�`�� ■ ■ ■ ■■■ 1 1 1 i ' \ 1 I I I 1 ', \ 1\ I i / / I 1 l '-,,,A 1 L�i' t g K " �■■�igNal■■■■■■■■ t ` `\\, \ \ ` i1 i ( I . \ I �' ! f l L�-__=' g W1111911111111091616'411 +wrier \ \ 1 l ` 1 I• i/ 1_ - " \ 1�/ l -_imizoi� r►...■■■■■ \ \ , l \\ ; , \ l I I, 1l\t:;=- - sore mH , \ \ 1 , + \\ \ 1 t \ ' ■ ,■1„I,■■,,■ ■, ; \ \ \' \ I. tt t \\ \ '\ \ r 1 .;•. 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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 7039 Cobblefield Ln County: Catawba Lot 23 This Section for Local Health Department Use Only Initial submittal received:7/10/23 _by RP Date Initials Permit Number: Auth-08-2023-202407 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: D Denied(See attached report.) Copies of this were sent to the AOWE/PE and the Owner on Date State Authorized Agent: Date: 0 Complete State Authorized Agent: #4,/4 / Date of Issuance: 8/10/23 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: 8/10/28 *See attached site sketch* . I t nes HOMES July 24, 2023 RE: 7039 Cobblefield Ln, Denver NC 28037, Lot 23-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: 1 . Date:07/24/2023 236 Raceway Drive, Suite 7 Mooresville,NC 28117 Phone: 704.208.4251 nesthomes.com • r , SUR_ EfRESTRY SERVICES C7 i I , J l 1.:A i,•1 II I t J i. . t•/. www.soilandforestryservices.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 7039 Cobblefield Ln Subdivision Lot 23A,(PIN#:460603128135),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 9-10 Subdivision Nat 11 Session Law Form 12 Application SUBMITTED ***PROFEESIONAL ENGINEER REQUIRED TO PROVIDE DESIGN - _ SPECIFICATIONS FOR EXISTING FORCE MAINS PRIOR TO • 50� ISSUANCE OF AUTHORIZATION TO CONSTRUCT. A. A. • 1 (4., •, March 17,2022 Project No.21-0093 Design By: Soil& Forestry Services of the Carolinas,PA �` � r , 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 Ieft 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 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. - Repair Supply line size, length and elevation head must be provided prior to AC - Repair is offsite on Lot 23A. Supply lines were installed per expired IP. 4 • Layout Specifications - 7039 Cobblefield Ln - Lot23A Project#:21-0093 LAYOUT FOR 4 BEDROOM HOME March 17,2022 FLAG FLAGGED DESIGN LINE# COLOR m HI FS ELEVATION LINE LENGTH LINE LENGTH 'rBM 1.50 101.5 100.00 HOUSE PUMP TANK INSTR. 1 OFFSITE 23A I BLUE 1.40 100.10 79 79 2 PINK 2.70 98.80 44 44 3 ORANGE 2.70 98.80 85 85 4 BLUE 3.75 97.75 115 100 5 PINK 5.00 96.50 125 100 6 YELLOW 6.10 95.40 125 100 7 RED 6.70 94.80 108 100 8 ORANGE 7.90 93.60 I04 104 9 BLUE 9.20 92.30 44 44 Total 829 756 SOIL LOW SIDE 1 LINE LTAR SYSTEM LTAR TRENCH TRENCH LENGTH GPD/FT2 TYPE GPD/FT2 SYSTEM DISTRIBUTION DEPTH *System 400 0.300 ACCEPT. 0.300 25%RED PRESSURE 30" MANIFOLD Repair 429 0.300 MOD. 0.300 PPBPS LOW 30" Plus(15',25',25',8') CONY. PRESSURE on lines 4,5,6,7, Notes: **All measures in feet **Nitrification lines are demonstrated on contour via colored pin flags **Nitrification lines were located by GPS and Tape Measure. 5 PRESSURE MANIFOLD TAPSHEET - 7039 Cobblefield Lane-Lot 23A SYSTEM Line# Color Lleratio0 Le:tett] Hole Size Flow/Top Trench Area Line LTAR 4 BLUE 97.75 100 SCH 4012 7.11 300 0.15 5 PINK 96.50 100 SCH 40 12 7.11 300 0.15 6 YELLOW 95.40 100 SCH 4012 7.11 300 0.15 7 RED 94.80 100 SCH 4012 7.11 300 0.15 total feet = 400 gal/min— 28.44 Des.Flow 480 Pump Rnn= 6.43 soil LTAR 0.3 LTAR+5% 0315 LTAR with ACCEPTED 0.4 LTAR with ACCEPTED+5% 042 1 L J 1 i . -404 ttag it o \j. 11\ ' .Sr: °P. •• i. . !: 1.i f Ilk gi a; • / , fE 1 4iV:rg a i 41%14Ntc - �,' su'al411p -. .."°40;..- • ', 4t6 ‘ Nti-tc "4-to ., ..14 i ., ,. , / ,,,,„ . , -4 , Rif % '4 h , ,4 1 ` J ...:---- if i . -.--d0 +e et- ..›. -ex,-) F • 11 --O, br?-20,>3>0 lb, 6 7-'0 Wr .4, r z, • 7jL9 o YJ s .k ,C0 do 0o +GsF 0• c/110 © ->0- So, O� Q' '\ , -4) 0 �o • ,..9 N- 0 cs. 0(0 C�# SCALE t0 7 " = 50 ' 4, 510 0 .-e j O� , f y rn ,y o . ___ __5\j/, v ,v...... ` ''," ..„ ...), w ! \ \ _.�> 4 co./, \_.j3 o r r.,_CO if c, ,,,,a.,eYei ..- ---or - • ./p• -------- ,� Qa(014'a�E Itlt cz, & cz,tz' n i _c) 9,-) : o� vi. CS?.,c.--\ „0 CA \/ Al) o h b bk P7 k�1 Zi Ltk' �� cb r14 V/CL4Y 4 /5 �40 ./ -1 co �j ' . 9 . , 0, ,,,,) ,,, 01101% c:, ir, . c) v. , [p5 i )0 ti Zg e9 MI9 j\i 0 cxD P4 </,...--->,...,..7 SCALI- 7 " — JO ' lig 111 • PIEDMONT DESIGN ASSOCIATES, P.A. 125 East Plaza Drive I Suite#101 Engineering Mooresville,NC 28115 Surveying Phone: 704-664-7888 I Fax: 704-664-1778 Planning Email: dmunday@pdapa.corn 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, PIEDMONT DESIGN ASSOCIATES, P.A. ��0,��� � irtoiti � `` ' ti ,// 1/// 1-1. SEAL f" 17327 Donald L. Munday, P.E. N.C. 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' 1 L / sl F� U �, , 1N�N.:umdist I! I r.,�rL! p4ajpl�/ I._t / \\ yll �S1 �c� _t t yQ• Qt"I " w^i,Ert r E, ! ffi4ggg;�} s.iT;.u°'7 ,:' ,` ---- aN - nm 3 lat'Ill'x ,.0,8 $ dr E r Ar t ti C e. ^ CF:2 (rn ta:EoZ r. u� tic to^7°EN^3 - ___: x4p581 ,I, s sw. x ®D p \ FORCE MAIN ROUTING PLAN P"`RUM,MR, R µ PIEDMONT DESIGN '®�i e � g i p common moY cOKS1Rucf101t,INC. .... ' 'I i _ COBBLESTONE SUBDIVISION _ Associates,P.A. ' BURRIS ROAD 318 GLENNIVOOD DRIVE l x I '^ ';'= `� MOORESVILLE, NC 28115 s:,,,,isi W.:1;d Cow. mi..5Ile, i.. 't 1-y ; g i 1 o. j;r*- CATAWBA COUNTY, NC 704-799-2454 Phone:@79+,(MFw-71,1.1.North 10ilnr+.�wu,rd.p,mm