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HomeMy WebLinkAboutIMPV-06-2023-197348.tif. 1,4 IC\ , ++ q • ' County: (;a .� �-c4. /GCk IMPROVEMENT PERMIT FOR G.S.130A-335(a2)/5L2022-11 PIN/Lot Identifier: ''t Cno(.9d not is Li(40 Issued To: %r[t GObbft. tk011et,J OCV, Li-L Property Location: 1101 (. Obt/IC,F016 Lr Dtr.ve( 2.t5031 Subdivision: C.c kCGs '+c__ Lot#: [°I Block: Section: LSS Report Provided: Yes 54 No 0 If yes,name and license number of LSS: Sc r L,C.\ I t' C..r-r c 5kty ' �3} New® Repair❑ Expansion 0 System Relocation 0 Proposed Structure: 1_1 `ter S'vY,iNL Fur.^o RC. ;ck..iNct,„ Proposed Wastewater System Type: 1 rse5 1--ow QYt v'C' (Initial) S - (Repair) Fill System:0 Yes Iil No If yes,specify: 0 New 0 Existing (when adding more than 6 Inches of fill to system area please provide a fill plan) Proposed Design Daily Flow: ISO GPO Proposed LTAR(Initial): O..S Proposed LIAR(Repair): Q Q. 3 Design Wastewater Strength:IN domestic 0 high strength 0 industrial process Number of bedrooms: '1 Number of Occupants: La Other: Pump Required: (1(Yes 0 No 0 May be required based upon final location and elevations of facilities Artificial Drainage Required: 0 Yes ®No If yes,please specify details: Type of Water Supply: [V Private well 0 Public well 0 Municipal Supply 0 Spring 0 Other: Drainfield location meets requirements of Rule.1945: Yes Z No 0 Drainfield location meets requirements of Rule.1950: Yes III No 0 Permit valid for: ® Five years[site plan submitted pursuant to GS 130A-334(13a)] ❑ No expiration [plat submitted pursuant to G5 130A-334(7a)] Permit conditions: Sce, dGSlc\ Licensed Soil Scientist Print Name: _ /14 (l'Q-7 - ka/ /a r s Licensed Soil Scientist Signature: �� �� ��--r Date: 0///j The LSS evaluation is being submitted pursuant to and meets the requirements of G.S.130A-335(a2). *See attached site sketch* 7103 Cobblefield Ln I Lot 19 County: Catawba This Section for Local Health Department Use Only Initial submittal received:5/1/23 by RP Date Initials Permit Number: I M PV-06-2023-19734$ G.S. 130A-335(a4)states the following: 'If a local health department 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 a 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 Dote 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 Alk State Authorized Agent: Date of Issuance: 6/5/23 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: 6/5/28 *See attached site sketch* 5, fl1L & F1RE TRV SERVICES Lai THE CAROLINAS. PA www.soilandforestryservices.com Project#: 21-0093 May 16th, 2023 Nest Homes Attn:Mott Varney Email:mvarney@nesthomes.com RE: Soil&Site Evaluation for a 4 Bedroom Residence at 7103 Cobblefield In,1.16 ac Parcel, PIN#460603028460, 7103 Cobblefield In,Denver, NC 28037. Dear Matt Varney: 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 farm.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 submittal to Catawba County Health Department. Site Conditions At the time of our evaluation land cover on the property was partially cleared and partially wooded. Topography within the evaluated area was gentle slope near the existing house site and proposed drainfield area. There is an existing septic and well that will need to be abandoned and a proposed new well (see Site Plan & Design with Applications). Property lines and corners were marked at the time of the evaluation by Don Allen and Associates Surveying. The surveyor provided an Autocad File of a survey as a basemap. The proposed septic layout was located via survey and used to produce the attached Site Plan. The existing site improvements(house,well, septic system, etc)was located via Survey by Don Allen and Associates Surveying_ Methodology We evaluated soil areas through the use of back hoe pits.Soil morphological conditions including color, texture,structure, etc. were reviewed in the field with six soil pits on the property flagged and located via survey.Three of the soil pits are located in or adjacent to the proposed primary septic layout. Soil suitability was determined by referencing 15A NCAC 1SA.1900"Laws and Rules for Sewage Treatment and Disposal Systems". Soil&Site Evaluation Forms were utilized to record the soil morphological data for each boring.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. Detailed system& repair information is summarized in the following paragraph for this Lot. 7103 cobblefield In (See At g.ched Design) The septic layout for this lot(8'centers)yielded a total of 606 linear teet of line.The primary system is proposed as 267 linear feet of PPBPS(50%Reduction)drainfield with low pressure distribution.Trench depth is specified at 30 inches (Low Side).The repair system is proposed as 267 linear feet of PPBPS (50% Reduction)drainfield with low pressure distribution.Trench depth is specified at 30 inches(Low Side).There is 325 linear feet available for repair. Repair is located at 19A offsite easement. Session Law Requirements All information needed to Issue the IP must be submitted with the application.The application shall include all information described in 15A 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. 13OA-335(a2)and(a3)." Owner )� ,/ Date 4. Print Name 'itte/7" LA- V�i.�"�'t' Signature The LSS evaluation shall include a statement bearing the LSS seal and signature that reads as follows: "The LS5 evaluation is being submitted pursuant to and meets the requirements of u_5_ 335(a2)." Disclaimer This report reflects the findings of S&FS, PA. This LS5 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 7103 cobblefield, Denver, NC 28037 may nullify this design.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 scheduled to discuss. Please contact S&FS if you have any questions regarding this report or the attached information, S&FS also offers septic system inspection, wetland delineation and forestry services. SOIL S Sincerely, C`f .A R F C v �`J ..s": a0l9 • gige ,. 1 Pi:* ti � tc Ov 5.Ashley Rollans,L55 Op GPI Attachment: Septic Desi, NO RTH p VIF SOIL. & FORESTRY SERVICES T +I t':ARoLINAS, PA wwwsoi landforestryservices.com Attached is a proposed design for a PPBPS Septic System with low pressure distribution for a 4 bedroom single family residence at 7103 Cobblefield La Subdivision,Denver 28037,Catawba County,NC.PIN#: 460603028460 Contents: Pare Information for the installer----- 1 Design Information Layout Specifications --- - 2 System Tapsheet--- — — 3 Site Plan/System Plan --- --- ---- 4-5 Subdivision Plat — — — --- 6 Profile Descriptions----------- — — -----, 7-8 Session Law Form — 9 Septic Application - -------------SUBMITTED ***PROFEESIONAL ENGINEER REQUIRED TO PRQVIDE DESIGN A• Ro SC ► � SPECIFICATIONS FOR EXISTING FORCE MAINS PRIOR TO 4' �: �� / ISSUANCE OF AUTHORIZATION TO CONSTRUCT. .� *'.' '41i fit' ; �. March 14,2022 •',,'.,. Project#:21-0093 Design By: Soil& Forestry Services of the Carolinas,PA �=- • I 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 final grades are returned to the original natural grade, with exception of added structural features. - The supply trench shall he 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. - 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 a PPBPS installation with low pressure distribution. . Repair is specified as a PPBPS installation with low pressure distribution. Backfill 4 - 6" of material (County Approved) over panels, rake trench walls, lime side- walls, install trenches 24"wide and have no more than 1/4" fall in 10 feet. - Repair Supply line size,length and elevation head must he provided prior to AC - Repair is offsite on Lot 19A. Supply lines were installed per expired IP. 4 7103 COBBLEFIELD LANE Project#:21-0093 LAYOUT FOR 4 BEDROOM HOME March 14,2022 FLAG FLAGGED DESIGN LINE# COLOR HS HI Fn' ELEVATION LINE LENGTH LINE LENGTH TBM See Site Plan 2.8 102.8 100.00 INSTR. l HOUSE CNR (LEFT FROI.m? 12.10 90.70 P. TANK 26.00 76.80 PRIMARY ONSITE 1 RED 4.10 98.70 45 40 2 ORANGE 5.00 97.80 47 45 3 YELLOW 5.80 97.00 47 45 4 BLUE 6.40 96.40 47 45 5 PINK 7.50 95.30 47 45 6 RED 7.90 94.90 48 47 REPAIR OFFSITE 19A TBM See Site Plan 2.0 102 100.00 l RED 3.30 98.70 110 110 2 ORANGE 3.50 98.50 108 108 3 YELLOW 3.60 98.40 107 107 Total 606 592 SOIL LOW SIDE LINE LTAR SYSTEM LTAR TRENCH TRENCH LENGTH GPD/Fr2 T128 GPD/FT' SYSTEM pISTRIBILITON DEPTH *System 267 0.300 MOD. 0.300 PPBPS LOW 30"" CONY- PRESSURE Repair 325 0.300 MOD. 0.300 PPBPS LOW 30" CONY. PRESSURE Notes: **AU septic lines and pits located via GPS and Tape Measure **All measures in feet **Nitrification lines are demonstrated on contour via colored pin flags 5 LP PPBPS TAPSHEET-7103 Cobblefield Lane SYSTEM Lim Color Eleratioa lamth Bolt SIN Film/hole Trench Area Number of Panels 1 RED 98.70 40 0.156 041 l0 9 2 ORANGE 97.80 45 0.156 0.41 90 10 3 YELLOW 97.00 45 0.156 0.41 90 10 4 BLUE 96.4 45 0.156 041 90 10 5 PINK 95.3 45 0 156 0.41 90 10 6 RED 94.9 47 0.156 041 94 11 total feet = 267 gpl/min= 24.6 80 Des.Flow 480 Pump Run— 8.78 soil LTAR 0.3 LTAR+5% 0.315 LTAR with mod. 0.6 LTAR with mod..+5% 0.63 .158 equals 5/32 inch hole '''+ 7' (1 L. 4 Y•!19' „co CV PIT r 55 1� `, �`� `-'�S -'' / 5 r 0 ► >pti r ► °6s Lip, c , S. do 'O' 3 Ye 0 T `T 3' (TQ : •0 T7•i (T5,.,roi41411110* $ 47, C9 3 P 97• S' . v8 2 ti r I T 4 4 - er O >py0� Lp .1 4(5 s ` ,, 4:4 $ gyp, o& ,DC Cow, / c O- f • / O ' o. � o o � o 6. 4 oP ) . G).?8 4'3 CC .519 , cS Z -7I a . 6) ‘bA (o b --t1 0 ,s-, (6 SCALE i'\, , " = 50 , C ., �� o v�1 o 4 N ,..„.4, \ 0 n i \!4 ' tat tl lir J,c �. -ee ,c:) -<-( (it ./ /1: `r'oo Cn c..i.e-, rig 7 -'-, CI o iil! �` 1 - . ---D9 (ni o1 0 0 1\1 ,o I/ crj\ PG 0 rm \/ ti\6 • (A)•, Z - 2 ' �,S moo ci,ci, 9 , vioy ,,/ ,, .c) 4, 44#) JO II Lini 06. TO U CO c41'rr' (?)°) o o4) pi ,::Po 16 ° Tic lr J, c k•,, ,' � U4/4 =i I r . Sheet I of, PROPERTY ID et: COUNTY fU- SOIL SITE EVALUATION for ON-SITE WASTEWATER SYSTEM (Complete ill fields in MI) OWNER:r •} kittcr ,:, L,S - APPLICATION DATE ADDRESS:,31O Q.r rr,,,Xp,,, .: 1, M1!K;- s_i. ', . W DATE EVALUATED: '• '.a - PROPOSED FACILITY: _ ,PROPOSED DESIGN FLOW(.1949): `'t:"g. PROPERTY SIZE: 1.1 L2/lC LOCATION OF SITE: y(3 (Odds-citk ]�� 1VP{ Sri, ;) L�} 9..e -_ PROPERTY RECORDED: WATER SUPPLY: Private ❑Public 'We11 0 Spring ❑Other EVALUATION METHOD: 0 Auger Boring P'Pit ❑Cut TYPE OF WASTEWATER: rnewage 0 Industrial Process U Mixed • o SOIL MORPHOLOGY OTHER F (.1941) PROFILE FACTORS I •1940 L LANDSCAPE HORIZON E POSITION/ DEPTH PROFILE x SLOPE% (IN.) .1942 .1941 .1941 SOIL .1943 .1956 .1944 CLASS STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPR RESTIt &LTAR TEXTURE MINERALOGY COLOR DEPTH 0 HORIZ CLASS a- 9 Mil q lc s S° r7, ytt_ �' L/I2q �I- 13 Pt.., r4A- yY S'. ,.% G,.r A , ,ur I-r - 5P . `:.70F u�3F gq` (er Rf a I��6,1 rt 11 v�.,, •.jid, 1-1 SS sN 2 - �o 3fIN- IN) Le " ,.;{,-i r 7r 5 t le r el 9 R,' "qs-ss+ sr•0 I�dl 6-I3 Pvr�, ofsSr f 1 S �? r,3S 3 j3` f et nr. .,:..11 yrr,r . . :1 54 " �1-C"I Pttt wf s4,r -'r :a SY - a:wrrr ,to. t) — 16 FfilkfAi rd<Sk Xp II y% I G - 3 'koc I.seiltig(. I, tit v< I 4 3s p 70 r 4 r�,4 , 1 �G .y •4.s,-ke 3i_ .... . „4.4, DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM _ OTHER FACTORS(.1946): _ t , � i IQ'J' SITE CLASSIFICATION(.194$): ?$ =•• tf/ :. ,46 • Available Space(.1945) ` ,r ?S r : l+�,f o t J;� EVALUATED BY: �.. htl 2(0.10 's . ;Jr` •r s _ System Type(a) It'gP5 �� OTHER(S)PRESENT:_ ,,.c!rtl �w►IAc.re!` Y % '�'= .K Site LTAR 0.3 GI 3 COMMENTS: - -- 44.1"fleeC ., , Updated February 2014 ' SOIL/SITE EVALUATION Sheet(9, of oc • (Cotltinmtinn Sheet-Complete all field in firll) PROPERTY ID#:Lila DATE OF EVALUATION: o1 La °;, ' COUNTY:1 ocko,..1`ct„ . . P R SOIL MORPHOLOGY OTHER 0 P (.1941) PROFILE FACTORS .1940 g LANDSCAPE HORIZ .1942 POSITION/ ON .1941 .1941 SOIL .1943 .1956 .1944 PROFILE M SLOPE% DEPTH STRUCTURE/ CONSISTENCE/ WETNESS/ soli, SAPRO RESTR CLASS IIN�1 TEXTURE MINERALOGY COLOR DEPTH CLASS HORIZ &LTAR Lp 2 qd — i 1J 4 r 4-. t1"' .i.fX t t - ZV MOv�tsbY r . Li Li a i 20-Lig Vxb.m14141•14' vi .., ,, 1„ ocC4t 0 — q R s l c r1 re 5•t'rt--i'F c-. JV P 9 - BAL L�bC/1i' `/ tT n /- 4I co q „I, sb— C7 kselwo.360601. k .I .SI ti • COMMENTS: Updated February 2014 PIEDMONT DESIGN ASSOCIATES, P.A. 125 East Plaza Drive I Suite#101 Engineering Mooresville,NC 28115 Surveying Phone: 704-664-7888 J Fax: 704-664-1778 Planning Email: dmunday@pdapa.com 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 Cobblef eld Lane, Cobblestone Subdivision Catawba County, North Carolina Dear Mr. Phelps: ENGINEERS CERTIFICATION I, Donald L. Monday, 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, t«,,, PIEDMONT DESIGN ASSOCIATES, P.A. N% N C111 �''i���� / /"7/e01,4,7". • SEAL 1 17327 �• Donald L. Munday,P.E. %Q.y' •: .•r' 1.`` N.C. Registration No. 17327 ��'�'1�4 D L. µ, % ��rri��ttt� cc: Allen VanNoppen, Nest Homes 04/05/2022