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HomeMy WebLinkAboutIMPV-06-2023-197132.tif i'it.. CATAWBA COUNTY ;'QU Public Health Department Subdivision COBBLESTONE U119 '11 Environmental Health Division P[N# 4160603121186 / PO Box 389,25 Government Drive,Newton,NC 28658 LOT# 16 J 42 w Site Address: 7145 COBBLEFIELD LN, DENVER NC 28037 Name on Permit: *NEST HOMES LLC Property Size: Acres 1.12 Directions: Slanting Bridge Rd south/left Burris Rd/right on Cobblefield 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-12-2021-39507,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: 07/12/2023 Owner/Authorized Representative Signature e Date Documentation of Permit(s)Transmittal (permit transmitted by electronic or other means) Permit transmitted by (name of person sending permit) Signature CiL Date/Time '/ 8/)_3 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 yoiPlease ttake a few momentts tto complette our custtomer service survey aft http://www.surveymonkey.com/s/EHCusttomerService ih p ©shy @ ite51-10 -. f-f7 chpennit 07/13/2023 06:44 1st 10 r County:r;« vi6r� IMPROVEMENT PERMIT FOR G.S.130A-335(a2)/SL2022-11 PIN/Lot Identifier: Li(i0010317_I l%g.R. Issued To: aro.,wq GOWIL 1i011041 OCV, LI—C. Property Location: Li1L15 Cobb'Gr•L1'd I .f1/ Ocm" r Zfig03T Subdivision: Gci6bIGSNCr+C, Lot#: \Ce Block: Section: LSS Report Provided: Yes S No 0 If yes,name and license number of LSS: SC c.C.\ 1 " CA( RO\\ovv-N YL31 New p Repair❑ Expansion 0 System`Relocation 0 Proposed Structure: 1.1 CSY Skr51L fick•-%tItk Rtvocht.t.. Proposed Wastewater System Type: i.'9CIA:S► 10VJ er't ('& (Initial) ScA'^t- (Repair) Fill System:❑Yes IA No 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: 4O GPD Proposed LTAR(Initial): 0•3 Proposed LTAR(Repair): 0.3 Design Wastewater Strength:®domestic 0 high strength 0 industrial process Number of bedrooms: ►'1 Number of Occupants: t Other: Pump Required: (51Yes ❑No 0 May be required based upon final location and elevations of facilities Artificial Drainage Required: 0 Yes CI No If yes,please specify details: Type of Water Supply:X Private well ❑Public well ❑Municipal Supply 0 Spring ❑Other: Drainfield location meets requirements of Rule.1945: Yes® No 0 Drainfield location meets requirements of Rule.1950: Yes® No 0 Permit valid for:® Five years[site plan submitted pursuant to GS 130A-334(13a)] 0 No expiration[plat submitted pursuant to GS 130A-334(7a)) Permit conditions: ScG c3 ccn Licensed Soil Scientist Print Namj I / f( 11 rnLicensed Soil Scientist Signature: �e �t Date: 7/770 The LSS evaluation is being submitted pursuant to and meets the requirements of G.S.130A-335(a2). *See attached site sketch* r 7145 Cobblefield Ln County: Catawba This Section for Local Health Department Use Only Initial submittal received:5/1/23 by RP Date Initials Permit Number: IMPV-06-2023-197132 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 Date State Authorized Agent: Date: ❑ Denied(See attached report.) Copies of this were sent to the LSS and the Owner on Dote State Authorized Agent: Date: © Complete At, State Authorized Agent: Date of Issuance: 6/1/23 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: 6/1/28 *See attached site sketch* 1_04- 1 (P., SUIL a FORESTRY SERVICES CIF THE CA1?CILINAS. PA www.soilandforestryservices.com Project#:21-0093 May 16th, 2023 Nest Homes Attn:Matt Varney Email:mvarnev@nesthomes.com RE: Soil&Site Evaluation for a 4 Bedroom Residence at 7145 Cobblefield In, 1.12 ac Parcel,PIN#460603121186,7145 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 form.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 four soil pits on the property flagged and located via survey.All of the soil pits are located in or adjacent to the proposed septic layout.Soil suitability was determined by referencing 15A NCAC 18A.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. I 7145 cobblefield In (See Attached Design) The septic layout for this lot(8'centers)yielded a total of 596 linear feet 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 320 linear feet available for repair. Primary and repair is located at 16A 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. 130A-335(a2)and(a3)." Owner " Date Print Name l'4t l- Var Signature g,' � A Vti 61171z3 The LSS evaluation'shall include a statement bearing the LSS seal and signature that reads as follows: "The LSS beingsi.ib:tented pursuant is and meets the requirements of G.S. 130A- 335(a2)." Disclaimer This report reflects the findings of S&FS, PA. This LSS evaluation is being submitted pursuant to and meets the requirements of G.S. 130A-335(a2j"Any site modifications that impact the proposed septic areas on 7145 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, O I �h L A. RO � Te. �Sr+ST T M 4; V s � � tr' • 123 A tea" S.Ashley Rollans,LSS Attachment: Septic Design NORM �' SOIL & FORESTRY SERVICES r1 rr-ic CAF?pLINA.=a, I=A www.soilandforestryservices.com Attached is a proposed design for a PPBPS Septic System with low pressure distribution for a 4 bedroom single family residence at 7145 Cobblefleld Ln Subdivision,Denver 28037,Catawba County,NC.PIN#: 460603121186 Contents: Pane Information for the Installer Design Information Layout Specifications — 2 System Tapsheet 3 Site Plan/System Plan4-5 Subdivision Plat 6 ,O Sot4 sc� Profile Descriptions 4 . __ _ 7 8 Session Law Form ___ _ :.': 4/ .►\: 11.,:tire;;L'r Septic A lication p PPS } SUBMITTED • - ***PROFEESIONAL ENGINEER REQUIRED TO PROVIDE DESIGN SPECIFICATIONS FOR EXISTING FORCE MAINS PRIOR TO ISSUANCE OF AUTHORIZATION TO CONSTRUCT. February 4,2022 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 DHi-IS,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. - 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. - Supply line size,length and elevation head must be determined prior to AC - Drainfield is offsite on Lot 16A. Supply lines were installed per expired IP. • 7145 COBBLEFIELD LANE Project#:21-0093 LAYOUT FOR 4 BEDROOM HOME February 4,2022 FLAG FLAGGED DESIGN LINE# COLOR BS HI FS ELEVATION LINE LENGTH LINE LENGTH TBM See Site Plan INSTR. 1 HOUSE CNR P.TANK 1 RED 37 37 2 BLUE 58 58 3 YELLOW 76 76 4 ORANGE 89 89 5 PINK 92 89 6 RED 95 89 7 BLUE 77 77 8 YELLOW 72 72 Total 596 587 SOIL LOW SIDE LINE LTAR SYSTEM LTAR TRENCH TRENCH J,ENGTH GPD/FT2 TYPE GPD/FT2 SYSTEM DISTRIBUTION DEPTH *System 267 0.300 MOD. 0.300 PPBPS LOW 30" CONY. PRESSURE Repair 320 0.300 MOD. 0.300 PPBPS LOW 30" CONY. PRESSURE Notes: **All septic lines and pits located via GPS and Tape Measure **Ali measures in feet **Nitrification lines are demonstrated on contour via colored pin flags 5 LP PPBPS TAPSHEET-7145 Cobblefield Lane SYSTEM Line 0 for Elevation Length Hole Size Flow/bole Trench Area Number of Panels 4 ORANGE NA 89 0.156 0.41 178 21 5 PINK NA 89 0.156 0.41 178 21 6 RED NA 89 a 156 0.41 178 21 total feet 267 gal/min— 25.83 63 Des.Flow 480 Pump Run— 8.78 soil LTAR 0.3 LTAR+5% 0315 LTAR with mod. 0.6 LTAR with mod..+5% 0.63 .156 equals 5/32 inch hole - 1 „ice 6 4,. e,• • ••••• - 5F, , - -1/4. .., ...-4,::. J ., --..::.. ”, - .---,..„::.. ,,,.:„::: o Oo\ moo, ti0) :` �� �o ors F 6) 44 % ovio 1 4e, a'�s rg 7 (' ,,r O �J l `N 4) lor Ci CO 0 "e/ a (5) '`- ' '` • • .,, /1. k 0 o :' '''c' ''' \ I / V iski): : l 'di 4.T. t► ' T�� _ . („,...co ill 1�0 , tall 100' 1� �' 0' In. -tall 100 ,0 • '\•9- 4 0Y 35' 2 . �9 rim 9 Q 23' C__Q. ( -------z�/ N� ' VV % P -/ 76)( - q-c14 L. r) CA \ .> b Lt ...• /.\, 0 4r _ -1/ /\r/ P ' ./ R, vElb \ ________\ 0;72 / - i Cik) 0 F---- <1> Do c) „ ,i c_...., NJ 0 ee--- iii 7 --, c...Aper K__> Ii! /„eNs i '6 '. 11 <37---) V, L./ J Sheet of PROPERTY ID#: d, 1 COUNTY: ec SOIIISITE EVALUATION ("*.al+ for ON-SITE WASTEWATER SYSTEM �t �. (Complete all fields in full) OWNER:V.f.Stie A-3tovt%C.-2. ftc _ _ APPLICATION DATE ADDRESSA>0 liSrn '14.tr:; fr\t- c,,ty,11i. NC at lVI DATE EVALUATED: kW PROPOSED FACILITY: R PROPOSED DESIGN FLOW(.1949): 1 3QaI PROPERTY SIZE: J. I I A/„ LOCATION OF SITE: '?015 CClv�a(#7a /el.. De x,we WC ee O .7 _ PROPERTY RECORDED: ►f1 S WATER SUPPLY Private ❑Public Well 0 Spring ❑Other EVALUATION METHOD: 0 Auger Boring Nril Pit ❑Cut TYPE OF WASTEWATER: NI Sewage ❑Industrial Process 0 Mixed • o SOIL MORPHOLOGY OTHER F (.1941) PROFILE FACTORS I .1940 E LANDSCAPE HORIZON POSITION/ DEPTH .1942 PROFILE N SLOPE% (IN.) .1941 .1941 SOIL .1943 .1956 .1944 CLASS STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL. SAPR RES•ER &LTAR TEXTURE MINERALOGY COLOR DEPTH 0 HORIZ CLASS 0 - 8 t w4 k 1=r$55P9-r P t — 31 e/�ctor' Li. 15 I L19; ?1- ST .3{A7��RVc1Wt.+fSt+k- x l7 4f44p 0 ,Q 5 03-,35 91_ 7o VA r S((( 1n410, t. w w vl °" 8 R kIw�w, .rre•so k/ Q — S8 1q1c Vkirk(lik. tk 44 1^ >, -cavil 1. 2 L)r.,:, 1$ 6to �Plrl4,C.4 , w . Gtki 6Cc .r ? cr,- my- s -c i> rwI1K P5 3 L-A 11�I - 7° Mt( hk.R v ti M H - , ( i.M�a. -10 -- 6,3 0- a Bsd Isdt re.0. t 12 -co — zy dQG Ivc7,pk, M N a. h '� 4 t f,_t,; 2m- 7/ a cIfdt4Lk. k k K h ..F94p 7/ - � w . I DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM OTHER FACTORS(.1946): .A swr„a��0 -` SITE CLASSIFICATION(.1948):�,$ 4. n,",�P�'^ v Available Space(.1945) f s .P S ;gyp EVALUATED BY: S System Type(s) �-7 5 fPPB-p$ a :! C:',;,*,'4‘filr J,; A OTHER(S)PRESENT: 40 �� O Site LIAR d, 3 . 1237 COMMENTS: s, 4 4.11110 '. Updated February 2014 1 J