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HomeMy WebLinkAboutAUTH-08-2023-203826.TIF 0 I Permit#: -B8-20or24926 CONSTRUCTION AUTHORIZATION FOR G.S. 130A-335(a2) County: ca_kiwbe.PIN/Lot Identifier: 39'7 51[(O8 30208c3 Issued To: 31t:.n4 V J rP DOC t f /� Property Location: W i n(.bar44)• S4-0 l_01)QU P ' Ar.. df?(o I.� AOWE/PE Plans/Evaluations Provided: Yes No 0 If yes,name and license number of AOWE/PE:camueI 45lIty coilans / 2 ?L Facility Type: 3 ,er&nm Res ide.rt itd 7 gili-;-- ❑Expansion ❑Repair ❑System Relocation ❑Change of Use Basement? ❑Yes /� QNo Basement Fixtures? ❑Yes 1 El No oou(-k,, Type of Wastewater System* 4 (cple i11'o?�6/a f pp kctAd'•t- CYCAU,K1 Yc pct.�(Initial) W( gt hp(dlo - "/` Trad:4-y (Repair) *Please include system classification for proposed wastewater system types in accordance with 15A NCAC 18A.1961 Table V(a) Design Daily Flow: S(47U GPD Wastewater Strength:El omestic 0 high strength ❑industrial process Session Law 2014-120 Section 53,Engineering Design Utilizing Low-flow Fixtures and Low-flow Technologies? ❑Yes ❑N (if yes,please provide engineering documentation) Installation Requirements/Conditions Septic Tank Size: Ii000 gallons Total Trench/Bed Length:30(2 feet Trench/Bed Spacing: ( feet on center Trench/Bed Width: 3(.0 inches LTAR: d i 3 gpd/ft2 // Soil Cover/4 i1 rN . inches Slope Corrected Maximum Trench/Bed Depth$: L8 inches f Measured on the downhill side of the trench Aggregate Depth: inches above pipe inches below pipe inches total Pump Tank Size(if applicable): gallons Requires more than 1 pump? ❑Yes ❑No Pump Requirements: ft.TDH vs. GPM Grease Trap Size(if applicable): gallons Distribution Method: Serial ❑D-Box or Parallel ❑Pressure Manifold(s) 0 LPP ❑Other: Artificial Drainage Required: Yes❑ No 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 3-115 I Easement,Right-of-Way,or Encroachment Agreement Re ' d[.1938(j)]: ❑Yes [ "Flo Declaration of Restrictive Covenants: 0 Yes to �r� _ Pre-Construction Conference Required: Yes❑ No E:' I � T[ 1 Conditions: )f� dCsia� �..a: Rk rd a I., .4 pro RQLrujAait IGe- ASS Ua+1.(.t Cr'( (.4., 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: e, fo art Expiration Date: I D By tocal Nn AOWE/PE Signature:, .i..f Date: 6//s' 22 '-''t ',.1,' • = This AOWE/PE submittal is pursuant to and meets the requirements of G.S.130A-335(a21and(a5)."^ i'i•;,,;i s.. ;4 i i t! NTH40 .:. k RECEIVED y , ; tV "7.9.r*.;.', .- 1 C Cr: Ceita(3 l'.gr • +�▪ ,�y" , *See attached site sketch* () . '.'b't cry = "' AUG 1 6 L u 10027E : .�;: ','F r 4 • r ' •• a $ Environmental Health �•,�N N•°l4 �‘� ::t,;,. G.S. 130A-335(a2)Common Form 4 �� %L uj�j�11��,� �a 02 07 • 7 iir ; Permit#: Auth-08-2023-203826 5984 Winebarger St Lot 2 This Section for Local Health Department Use Only Initial submittal received: 8/16/2023 by RP Date initials G.S. 130A-335(a5)states the following: When on applicant for a Construction Authorization,or an improvement Permit and Construction Authorization together,submits a Construction Authorization,or an Improvement Permit and Construction Authorization application together,the permit fee charged by the local health department,the common form developed by the Department,and any necessary signed and sealed plans or evaluations conducted by 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,the local health department shall,within five business days of receiving the application,conduct a completeness review of the submittal.A determination of completeness means that the Construction Authorization or Improvement Permit and Construction Authorization includes all of the required components.If the local health department determines that the Construction Authorization or Improvement Permit and Construction Authorization is incomplete,the local health department shall notify the applicant of the components needed to complete the Construction Authorization or Improvement Permit and Construction Authorization.The applicant may submit additional information to the local health department to cure the deficiencies in the Construction Authorization or Improvement Permit and Construction Authorization.The local health department shall make a final determination as to whether the Construction Authorization or Improvement Permit and Construction Authorization is complete within five business days after the local health department receives the additional information from the applicant.If the local health department fails to act within any period set out in this subsection,the applicant may treat the failure to act as a determination of completeness.The applicant may apply for the building permit for the project upon the decision of completeness of the Construction Authorization or Improvement Permit and Construction Authorization by the local health department or if the local health department foils to act within five business days.The Authorized On-Site Wastewater Evaluator or licensed engineer submitting the evaluation pursuant to this subsection may request that the local health deportment revoke or suspend the Construction Authorization or Improvement Permit and Construction Authorization for cause.Upon written request of the Authorized On-Site Wastewater Evaluator or licensed engineer,the local health department shall suspend or revoke the Construction Authorization or Improvement Permit and Construction Authorization pursuant to G.S. 130A-23.The Department shall develop a common form for use as the Construction Authorization. The review for completeness of this Construction Authorization was conducted in accordance with G.S. 130A-335(a5). This Construction Authorization is determined to be: ❑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 Applicant on Date State Authorized Agent: Date: Q Complete State Authorized Agent: ,2,1,34L ®/217— Date of Issuance: 8/31/2023 This Construction Authorization is issued pursuant to G.S.130A-335(a2)and(a5)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. 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 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: 8/18/2028 *See attached site sketch* G.S. 130A-335(a2)Common Form 5 V.2023.07 • SOIL Ft FORESTRY SERVICES OF THE CAROLINAS, PA www.soilandforestryservices.com Attached is a proposed design for an Accepted Septic System with gravity dist. for a 3 bedroom single family residence on Winebarger St,Lot 2 Conover 28613,Catawba County,NC.PIN#:374516832080 Contents: Page Information for the Installer 1 Design Information Design Specifications 2-3 Layout Specifications - 4 Site Plan/System Plan 5 Calculations 6 Profile Descriptions 7 Survey ��� .6-©-�-E-- - 8 To � - sTr�L A. RQ¢ Application ; - -- ONLINE wF � �• f _sr vol" I Improvements Permit Form - � -4 r „4-et r/. _ 11 Construction Authorization Form ----'- „� -�- - 12 0.'c NORTN GP 8/7/2023 Project#:23-0087 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 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 fmal 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 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. - Septic tank riser shall be a minimum of 6" above finished grade. - System is specified as a gravity 25%reduction(Accepted) installation. - Repair is specified as a gravity 25%reduction(Accepted) installation . 2 GRAVITY ACCEPTED SYSTEM FOR WASTEWATER TREATMENT Owner/Applicant: Brent Winebarger Address: 9530 Driftwood Ct Hickory,NC 28601 Phone: 828.291.8646 County: Catawba Location: Winebarger St- Lot 2 Conover, NC 28613 Source of Wastewater Flow: 3 Bedroom Single Family Residence Estimated Gallons Per Day Flow: 360 System Flow: N/A Design Specifications Drainfield Size: 302 Loading Rate (gpd/ft.2): 0.3 Depth of Gravel in Trench: N/A Gravel Size: N/A Max.Trench Depth (Low Side): 28 in. Repair Trench Bottom 28 in. Trench Width: 36 in. Septic Tank Size: 1000 Estimated Supply Line Length: 8 Supply Line Diameter: 4 in. SCH 40 PVC Supply Line Volume: 5.22 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, PA 3 Winebarger St.- Lot 2 ACCEPTED SYSTEM DESIGN FLOW (gpd): 360 SOIL APPLICATION RATE (gpolft.2): 0.3 TOTAL AREA TRENCH BOTTOM: 906 TOTAL LATERAL LENGTH: 302 NUMBER OF FIELDS: 1 LATERAL LENGTH REQUIRED PER FIELD: 300 SUPPLY LINE LENGTH: 8 TOTAL DYNAMIC HEAD: N/A MANIFOLD SIZE: N/A DOSING VOLUME: N/A PUMP TANK DRAW DOWN*: N/A SEPTIC TANK SIZE: 1000 4 Layout Specifications-Winebarger St- Lot 2 Project#: 23-0087 LAYOUT FOR 3 BEDROOM HOME 8/7/2023 FLAG FLAGGED DESIGN LINE# COLOR BS HI Fl ELEVATION LINE LENGTH LINE LENGTH TBM INSTR. 1 1 ORANGE 60 60 2 YELLOW 113 110 3 BLUE 91 90 4 PINK 57 42 5 PINK 50 50 6 RED 63 63 7 ORANGE 57 57 8 YELLOW 54 54 9 BLUE 53 53 10 PINK 56 56 Total 654 635 SOIL Low Side LINE LTAR SYSTEM LTAR TRENCH MAX TRENCH LENGTH GPD/FT2 TYPE GPD/FT2 SYSTEM DISTRIBUTION DEPTH *System 302 0.300 ACCEPT. 0.300 25%RED GRAVITY 28" Repair 333 0.300 ACCEPT. 0.300 25%RED GRAVITY 28" Notes: **All measures in feet **Nitrification lines are demonstrated on contour via colored pin flags **Nitrification lines were located by GPS and tape measure. **House Envelope,Property corners&lines located by survey(Ted Benbow&Associates) ______ E R/w , 7 , A;1. . "mow ) EP O g P-m-...1111111M1p- O 0 0 � R/W R/W 1111 O .1\1 .80 opri es r\, ,�� ti� � 4 ' ik) O . 9:4441. O � ti • Q _ „sE �$ '� 0 O Q J O ilt - • O o .d . o 1)0 --1., 1 fog o ' �c \ > rn T IV'J{ � O_ �� N i 1 U 0 v HEDGEROW '' 3-. s © a/c o� cP <C) s': , CD (D up O c 8 6 n ``'` Q () C) .9s CI 0 n 2 Q O r---f... 'V - , w - 0 6 CALCULATIONS Location WineBarger St Conover, NC 28613 Project Number 23-0087 Lot No: 2 No. of Bedrooms 3 Design Flow 360 gal/day LTAR 0.300 gall z ft day PPBPS? (YES OR NO) NO Supply Line Length 8 ft. Supply Line Volume 5.224 gal. FRICTION FACTOR INTERPOLATER Required Feet of Line 300 ft. 2" SCH 40 PVC Amount of Line from Layout 302 ft. GPM f 20 0.84 Gallons per Minute N/A gal/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 interpolates.) Friction Head N/A ft. Total Dynamic Head (+15%) N/A ft. —Hr-777-111. L---7-----15 " \ I 1 liir '1 "a------17----‘, "i ILi 1 ;i iii fi ktig 1 11 iiq i i" MI 1.1N\ k thi"1.! h!ltilli fit hii! 111111 : 11112 11 i rot :I 1 3; ' 1 f4 .3'..' s t i I!'" ; 1 1P!Arlt i? R ; !lilt 1 kc. i 401 ii la i � If Uf t I izil,/I , ar 11111111 1 isP, :tit! �e� lr—,-�.. � Sg�' I �� 111 � � �� It � Y a ♦ t�S Or iii Ilij is . ps r� s n .LI S R. . f k i e t !Pit;.- ei itt. i : I: :ii ifi II; `ft . Pi i IZtki,Th ri 4,,,n6t,„0 4;4;4 11 3 fii i \\ 1.01. 2Ire T & --':( *. iiiiii1;311:1111. 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