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HomeMy WebLinkAboutIMPV-04-2023-193983 CATAWBA COUNTY •r Public Health Department Subdivision CRESCENT LAND AND TIMBE Environmental Health Division PIN# 460606277695 PO Box 389,25 Government Drive,Newton,NC 28658 La 65 : • w Site Address: 7312 WOODCHUCK RD, DENVER NC 28037 Name on Permit: *RTR RENOVATIONS Property Size: Acres 1.29 Directions: Hwy 16 S to St James Ch Rd. Rt on Campground. Lt on Catawba Burris, Rt on Bankhead, Lt of Woodchuck Rd 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-03-2023-43770, by the following method(s): Received in Person Facsimile Transmittal (Return form with signature required) Electronic Image Transmittal/E-mail (Return receipt required) 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: 05/11/2023 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 Date/Time 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 youPlease ttake a few momentts tto complette our custtomer service survey att http://www.surveymonkey.com/s/EHCusttomerService 61k...iit 05/11/2023 13:46 7312 Woodchuck Rd County: Catawba This Section for Local Health Department Use Only Initial submittal received: 3/21/23 by RP Date Initials Permit Number: IMPV-04-2023-193983 G.S. 130A-335(a4)states the following: 'If a local health deportment 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 o 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 Date State Authorized Agent: Date: © Complete }�J,� State Authorized Agent: /`'"`""� / W{--- Date of Issuance: 4/20/23 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: 4/20/28 *See attached site sketch* County: 2102 112 6d2 • ID �+ IM PROVE MENT PERMIT FOR G.S.130A-335(a2)/SL2022.11 PIN/Lot Identifier: I D b Cl 646 i 7 7 !p,}' Issued To: z1 ct, rye a.ra a Property Location: 7131 4. Waljell.11-eye d,,i OB K Ve, Subdivision: � Lot#: Block: Section: LSS Report Provided: Yes No❑ r 4 If yes,name and license number of LSS: Do� L� 5,�7(er I New V Repair❑ Expansion 0 System Relocation ❑ Proposed Structure: 3 (3 4 re30 m or Proposed Wastewater System Type: 7 - 3" Paw•-ei , Ha r r1 Ar4lr(tial) /77`e (Repair) Fill System:❑Yes [ tNa If yes,specify:❑New ❑Existing (when adding more than 6 inches of fill to system area please provide a fill plan) Proposed Design Daily Flow: 360 GPD Proposed LIAR(Initial): 0 e 36PPProposed LTAR(Repair): d P 6770 Design Wastewater Strength:�omestic ❑high strength 0 industrial process Number of bedrooms: Number of Occupants: Other: Pump Required: 0/Yes ❑No 0 May be required based upon final location and elevations of facilities Artificial Drainage Required: ❑Yes Efrio If yes,please specify details: Type of Water Supply:[Private well 0 Public well ❑Municipal Supply ❑Spring ❑Other: Drainfield location meets requirements of Rule.1945: Yes Q' No 0 Drainfield location meets requirements of Rule.1950: Yes m No❑ Permit valid for:gWive years[site plan submitted pursuant to GS 130A-334(13a)] 0 No expiration[plat submitted pursuant to GS 130A-334(7a)] Permit conditions: r- P.7n4 .1 /40r17-10n(ai 57sz4°m Licensed Soil Scientist Print Name:___ De7Y4 �''✓�.�r Lw Licensed Soil Scientist Signature: 4(..e2e_g-g )L✓.7 f y ,l------ Date: /)07f-e 2 3 The L55 evaluation is being submitted ursuant to and meets the requirements of G.S.130A-335(a2). *See attached site sketch* �° son. S�F �`, s?NG,�f y� VQ ►, J � • • Iy Av O fi46 - lib* --f'"I�I 10 4,, ______ _ , or i♦ ^ m 141 ^ y 1 1' 1P a• el r- ,a I r • -- f+ y�� r l'r r- I .ram -- r q ( fir. .O' 't(4. -.... FP lv / 41 0 Z * • �6t5 b r b 1 Ar\/ .1,\, .\. it 11 7 Op r A • q �4 as f `ee r -� 755 `` 1 �� o��It hay • AP Z94 T nciu n r c M \�` • " F ` i f f' V tWet t a 7611 „i Oti eel 44 1 4 J' �. t�l Zt Tn o�r�, oti I 77 f7�,turf!' �^ h, c ! r 776 QtL Qt, -`��� �\ ti ��+�� 780 4i1 78Z `� y r t� 782 Z41 TN ��'_ 4. 76� 704785 7" $-,t A h • o W98 Tas 7sb '�� 4 ggyl The 790 79Z F ,�tq �< G6L ao 79Z / �f 1 at Z6! '96 // 1 T5 794600 NB ;, 79096 To 602 042 �` 716 80�1 b4� Q 0500 0(12 44090 • a, ` f• -4 66 n0 :r OlQ �v, $ �/ 812 T -'0a The LSS evaluation attached to this application is to be used to issue an Improvement Permit in accordance with G.S. 130A-335(a2) and (a3). Owner or owner's legal representative: Print name Jaya. So-it 61 i fden Signature: Cali-- Date: by DAN SPANGLER LICENSED SOIL SCIENTIST 802 BRADFORD PLACE MONROE NC 28110-9355 RECEIVED TO: Julie Cline , ?3 101 Rocky Way Ct Mt Holly. NC 28120 FROM: Dan Spangler Environmental Health SUBJECT: Soil evaluation for septic system for three bedroom house on lot Parcel ID# 460606277695 at 7312 Woodchuck Road, Denver, NC DATE: August 22, 2022 Revised: March 27, 2023 This lot has soils that would be SUITABLE for a Horizontal T & J Panel septic system. The system area is located in the upper part near the road. The soils are Group 4 with mean depth to saprolite more than 40 inches and to seasonal water table of more than 40 inches, For a Three bedroom house and 0.3 LTAR, 200 linear feet would be required for the system. Laid out for the system are two lines of 100 feet. All lines are to be a minimum of 10 feet from any property line. The trenches can be 24 to 26 inches deep and three feet wide. A 1,000 gallon septic tank and pump tank is required. (See attached soil transect, tract maps and T & J drawing of horizontal panel ) Repair Areal: The repair area is adjacent and down slope of the system area and can be the same T & J panel system. Laid out for the repair area are two lines of 100 feet for a total of 200 feet. CC: Catawba County Environmental Health The NC LSS evaluation attached. to this application is to be used to issue an improvement Permit in accordance with G.S.130A-335(a2)and(a3) The LSS Evaluation is being submitted pursuant to and meets the • f requirements of G.S. 130A-335(a2) t hti_1 SOIL SPOO fE ci• Nolo oft !' ya► r I •Iti .ea 4 v Jet. 1145 Q � NORT1't �►� DESIGN SPECIFICS T& J PANEL HORIZONTAL SYSTEM JULIE CLINE 7312 Woodchuck Road September 1,2022 Daily Design Flow: 360 GPD-3 bedroom house Septic Tank Size: 1,000 gallons(2 compartments) Pump Tank Size: 1000 gallons(one piece Effluent Loading Rate: Design=0.3 GPD per ft sq (50% reduction For T& J Panel System Supply Length and Diameter Appros.75 ft of 2 in.Sch.40 PVC(please see note) Number and Size of Laterals: 2 lines(a7 100 ft Trench Depths: 26 inches Trench Spacing: 9 feet on center(minimum) Trench Width: 36 inches Dosing Volume: 150 gallons per dose Flow Rate through system: 25 gallons per minute Elevation Head: 17 feet(may vary,see note) Pump Requirements: 25 GPM at18.5 TDH Depth of Water Pumped: 7 inches Pump Run: 6 Minutes Check Valve: Yes * Please note that supply line and elevation head measurements are approximate. It is the contractor's responsibility to confirm these values based upon the actual house and plumbing location. If there is a discrepancy,contact the system designer prior to beginning construction. Dan Spangler Soil Investigations • • • Isometric Drawing of a Segment of T&J Panel Horizontal Installation ;AM P-Vde CF FAR7ii.i -� SAY' C tle."*; 01101 ,vfi 44,00#+2.°° 0111 •''lAr�dC !-j a :::��R SaAL KQ?C�krfs PIM Zar,as .. Sih(i.1,4 PNIZAS • j• wtiF .c BG.LLL rC S -Z•II— i Cc P14.4L _ `i = __.s• CUTAWAY OF GRAVITY FLOW PANEL DAN SPANGLER PROPERTY ID t 06Q6Y 7 70E 802 BRADFORD PLAN,M(*ROE NC 21110 PROPERTY RECORDED: MOBILE (704)291-I909 OFFICE/FAX:(7704)282-2319 cowry: _.C2TL2 't A 42 SCHIISFIZ EVALUATION FOR ON-SITE WASTEWATER SYSTEM c cANT : ,�ul ( f in OWNER.-0A mow 7'D`f --684-'f.34 ADDRESS: I V I or�y. t')7 y G DATE EVALUATED: _ 671/'�2 M 74. 1r!! j/ IV( Jl .D PROPOSED FACILITY: 3 1344rpor4, /ioae- SIZE: I . i / /1-Z r ' LOCATION OF SITE: Jp er 17.) v l� 77 73 i ,,2. goad Awe if &j f WATER SUPP!Y:( -Sie well 1 cam.via 0 P 0 O EVALUATION NET1301k Asps B 0 At ID 1 IOU MOLE .»w aoam>N :as, OK) TNICre>s I iNi,e ,4 5' 51- I ,,,,,,,0? so/Fe Jag a�compare; - 7.7.*)J a minx QJ -ami - D • SYMNITYPE - -. fc Pan / i r �6� ' t s. 01I r/ °� ;A� c )---Ate 6 c-l- l Pi 5-4 k 5 A / .ve n avow - iD WI/ 8 % j .»snessAsaaaE _ 7 fI /` 0 1 G1� S , S 1s P _u..,ss a uersi - 7`L'O r - TTi-Tr'Jn.ce_/ i aaega: cB c ► ,,, So; 3 > j e, , i d_6Tr g Lk vyi i f; 7j A111012,stMsas®K _ 7...kj/r 1 s/Q/1 fi 1 7°T f I' aQr� ' 6 So(yr e/ky ...7e4 S6h , 5 5/5P .ss,.,s rocrrrai am _ 7l O „st aAnow - ,5c = - T TEK r2-Ci itea7J o° Wrs. i eG d/ 50 r'/ 9 AIM 1111010EL 00140110114 - :_19111114,1110LIEE - a��aAaTZ - PEE Lrwt _ I ! jCO+44E.TS: DAN sPANGLER xe w rY as t ii-g?J6662 7169S 802 BRADFORD PLACE,MONROE, NC za 110 FROM 1 .RECiR0ED: MOBILE (744)291-1909 OFFICE/FAX (104)2t22319 COUNTY: 6a7Z` 'W A.) SOIL/SITE EVALUATION Kra ON-SITE WASTtEWATIElt sYSIIKM 4PPL1cAACr : . 2 4 l � ' ,. 11I , owr�--[7 EI 7 6�'4-f 36'i ADDRESS: / )I 0 tJky ��r G1( DATE EVALUATED: 6-f{i`,V Atli d Il v f iV 0al 2-d POSED FACILITY: 3 1. 44 rrpr'j' /-710 6& Ste: L YTs' LOCATION OF SITE: V� �G'Y F) P- /t 7.3 1 wadd e.,.I T� WATER SUPPLY:( -Se Wd1[C m Weil CIPub&0 OtterEVALUATION Asps Borimg 0 Pit ice' 11N I PROFILE Jiall HOKUM PO4' (Q:? TE3PE STIBCT4i Nonsamor , t J 'si e ,40 5`r 5 _ I , J/ _ -f o1i° -�'�.�c - 7 y 6Gr GIL . S1K411 . 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