Loading...
HomeMy WebLinkAboutIMPV-06-2023-197347.TIF County: GcwCsdl9Ck IMPROVEMENT PERMIT FOR G.S.130A-335(a2)/51.2022-11 PIN/Lot Identifier: LA CRO V 030.10 ISO Issued To: (Sro ei, CO bbl C. NO O\.J Qcv, LI-C•. Property Location:L ( k 1 C..CJbb1e.c iG161 i-N Dc,vv-t' -LS031 Subdivision: G OE.1V)GS*Grimm Lot#: 7. Block: Section: LSS Report Provided: Yes licl No 0 If yes,name and license number of LSS: Crr.vC..` 1 1n1t:1 Fis0llr.Af'1'S 4t • r3' New\111 Repair❑ Expansion ❑ System Relocation ❑ Proposed Structure: LI ‘Sr 51st+V.. fwv% Re.'N_Cht,c_. Proposed Wastewater System Type: \i 'cSPS ley' Prtffivt (Initial) xQPdP% 1 oW f Svc--- (Repair) Fill System:0 Yes 14 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: t'f f50 GPD Proposed LTAR(Initial): 0,2 S Proposed LTAR(Repair): a . -2 S Design Wastewater Strength:g domestic 0 high strength 0 industrial process Number of bedrooms: Number of Occupants: % Other: Pump Required: DAYes 0 No 0 May be required based upon final location and elevations of facilities Artificial Drainage Required: ❑Yes IX No If yes,please specify details: Type of Water Supply: Private well 0 Public well 0 Municipal Supply 0 Spring 0 Other: Drainfield location meets requirements of Rule.1945: Yes® No❑ Drainfield location meets requirements of Rule.1950: Yes® No Cl Permit valid for:® Five years[site plan submitted pursuant to GS 130A-334(13a)] ❑ No expiration [plat submitted pursuant to GS 130A-334(7a)] Permit conditions: ScL de.Stc\ Licensed Soil Scientist Print Name: 5- r7 L'p ( A, A, r r n it Sf� Licensed Soil Scientist Signature: 4�c�—t k, 7��Y-�r-zr Date: Y Z The LSS evaluation is being submitted pursuant to and meets the requirements of G.S.130A-335(a2). *see attached site sketch* 6997 Cobblefield Ln / Lot 25 County: Catawba This Section for Local Health Department Use Only Initial submittal received: 5/1/23 by RP Date Initials Permit Number: )MPV-06-2023-197347 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 Date State Authorized Agent: Date: © Complete %AL 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* 0- SOIL & FORESTRY SERVICES OF THE-.. CAROLINAS. PA www.soilandforestryservices.com Project#:21-0093 May 16"', 2023 Nest Homes Attn:Matt Varney Email:mvarnev@ nesthomes.com RE: Soil& Site Evaluation for a 4 Bedroom Residence at 6997 Cobblefield In , 1.02 ac Parcel, PIN#460603127312,6997 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 I nt 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 drainfleld 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 I 6997 cobblefield In (See Attached Design) The septic layout for this lot (8'centers)yielded a total of 700 linear teet of fine.The primary system is proposed as 320 linear feet of I-1PPBPS(50%Reduction) drainfield with low pressure distribution.Trench depth is specified at 22 inches (Law Side). The repair system is proposed as 320 linear feet ofH PPBPS (50% Reduction)drainfield with low pressure distribution.Trench depth is specified at 22 inches (Low Side).There is 380 linear feet available for repair. Primary and repair is located at 25A 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 LS.S/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 . )lyJ k Signature h(i-i t 3 The LSS evaluation shall Includ statement bearing the LSS seal and signature that reads as follows: "The Lff evaluation is i.irig submitted pursuant to fltrd mee 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(a2)."Any site modifications that impact the proposed septic areas on 6997 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 al • •ffers septic system inspection,wetland delineation and forestry services. SOIL S Sincerely, e���tit ROz C1<2 k/ A e`"'sr t A J CO A a ji: Lf N / /ff . F 0v S.Ashley Rten , O� Attachment: SepticD- it_ N ORTH A • 1WPF SOIL I FORESTRY SERVICES OF THE CAROLINAS. PA www.soilandforestryservices.com Attached is a proposed design for a HPPBPS Septic System with low pressure distribution for a 4 bedroom single family residence at 6997 Cobblefield Ln Subdivision, Denver 28037,Catawba County,NC. PIN#: 460603127312 Contents: Page Information for the Installer 1 Design Information Layout Specifications - 2 System Tapsheet 3 Site Plan/System Plan - 1S O H. SC 4-5 Subdivision Plat - — ‘,1=A• R�Q-- ---' 6 5 r it Profile Descriptions �- - . ..-4-cr - • ' 7 w _ p �w :::::::::: ---- 4447,2*C7 7i =' 0` 0.o-v 9-10 i NORTH GP ***PROFEESIONAL ENGINEER REQUIRED TO PROVIDE DESIGN SPECIFICATIONS FOR EXISTING FORCE MAINS PRIOR TO ISSUANCE OF AUTHORIZATION TO CONSTRUCT. April 21,2023 Project#: 21-0093 Design By: Soil& Forestry Services of the Carolinas, PA 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 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 HPPBPS installation with low pressure distribution. - Repair is specified as a HPPBPS 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 be provided prior to AC - Repair is offsite on Lot 25A. Supply lines were installed per expired IP. • 6997 COBBLEFIELD LANE Project#:21-0093 LAYOUT FOR 4 BEDROOM HOME April 21,2023 FLAG FLAGGED DESIGN LINE# COLOR RS HI FS ELEVATION LINE LENGTH LINE LENGTH TBM See Site Plan 5.7 104.3 100.00 INSTR. 1 HOUSE CNR 11.40 92.90 P.TANK 26.20 78.10 PRIMARY OFFSITE 25A 1 BLUE 3.40 100.90 20 20 2 YELLOW 3.90 100.40 37 37 3 ORANGE 4.60 99.70 61 61 4 RED 5.20 99.10 99 80 5 PINK 5.90 98.40 100 80 6 BLUE 6.30 48.00 97 80 7 YELLOW 7.00 97.30 95 80 8 ORANGE 7.50 96.80 95 95 9 RED 7.80 96.50 96 96 Total 700 629 SOIL LOW SIDE LINE LTAR SYSTEM LTAR TRENCH TRENCH LENGTH GPD/FT2 TYPE GPD/FT2 SYSTEM 1)IS I RI III l ION DEPTH *System 320 0.250 MOD. 0.250 HPPBPS LOW 22" CONI. PRESSURE Repair 380 0.250 MOD. 0.250 HPPBPS LOW 22" CONY. PRESSURE Notes: **All 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 HPPBPS TAPSHEET -6997 Cobblefield Ln SYSTEM Limit DIM Uevatiou Lenelh Bole Size Flow/hole Trench Area Number of Panels 4 RED 99.10 80 0.156 0.41 160 18 5 PINK 98.40 8() 0.156 0.41 160 18 6 BLUE 98.00 80 0.156 0.41 160 18 7 YELLOW 97.30 80 0.156 0.41 160 18 total feet = 320 gal/min= 29.52 72 Des.Flow 480 Pump Run= 8.78 soil LTAR 0.25 LTAR+5% 0.2625 LTAR with mod. 0.5 LTAR with mod..+5% 0.525 .156 equals 5/32 inch hole / ' ",''. , I 0/ 6> . C� i Q 4 /J�� o t o5' = et I ill / At "0�°t 37V3S \ \? io2 .. ,C.›, (0) r V o �' 0 ' 9.,c.> /1C)Q '(;' �a o` 1846 0 9� o° 7s cg ., 0 9 c cc-2, 4,/ 4 , AL r(7 ro L) ?Ls, 4 t. � cis N D • • •\ i s ' s el r 0Ncm _. /\ sus . `Y• *c#- :/- 6 f O.) O ~, oyi , 'j •' �Ej4 O OQ cbc, 0 J 4 -es 0 A X A '_ r e _I.1i-di 4'0,/ _`-, /> \r\.• G, ,0ut iln .tip jW ,•. .. c'5.> e Or /Li1 - +- -0- N-\-0.3(e P\F) L`9 ill 9- ♦) 4Fl81 • 2 oo 3 7 V3S ' - ,o \ d u v { lJ 0 01 C1T C J -13 �� ��/ '.�rp. �� co � o o .r' J� , �'�'J - W o x1 tI Ili �� O( � 0 U7 d -C by (411411.% • d w w rU n } ./ �-r p V COP ,b N� M a! -4 r • 1411111' 4'-'ss:rTh C a \� k N CO d 1 „ore _,/ O o O1 ru c ::% . (9 �! VI Q: — SD NCO o p c 4Pe \ / _ \ 4� Sheet I of en�+n PROPERTY ID#: o3lZ't_ COUNTY:�rtd tl SOIL/SITE EVALUATION for ON-SITE WASTEWATER SYSTEM (Complete all fields in full) OWNER: k4�- '., Lam. APPLICATION DATE ' ADDRESS: ,�•G,,,c,,,1 ' - ,.,.., '-1 (T.OvCf- .,; ` 1 i-1 DATE EVALUATED: GRi4,7 1 PROPOSED FACILITY: 1 PROPOSED DESIGN FLOW(.1949):qV)cy:: PROPERTY SIZE: OPe I}� LOCATION OF SITE: �!,, !,..,,r, v0 t•Gc c iOC?' Le)4 z.14 - F.asnLc t, PROPERTY RECORDED: Ir'-es WATER SUPPLY: ❑Private 0 Public D Well ❑Spring ❑Other __ EVALUATION METHOD: D Auer Boring LYPitel LI Cut TYPE OF WASTEWATER: I�sewage� D Industrial Process G Mixed r P 0 R SOIL MORPHOLOGY OTHER F (.1941) PROFILE FACTORS 1 .1940 E LANDSCAPE HORIZON POSITION/ DEPTH PROFILE .1942 N SLOPE% (IN.) .1941 .1941 SOIL .1943 .1956 .1944 CLASS STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPR RESTR &LTAR TEXTURE MINERALOGY COLOR DEPTH O HORIZ CLASS r, — `A 1, 60(.S4 •�`,-74 1 il, 2 5.1 R+x(►..)-Fsb� LI ". f tf -F` 1' 51-/ t.. C'. 5{- 4 vile I ktts5 v k N. 4 1,14v1." 0 — IL 5( V cr6' 4P K-P I lu - 22 cA!L' K ;sok. k Pi_ " L�fo 2 I r, � " I "Ckr2r's�.46" CD— 13 -. c( uCS.k Fr<. 54s4-xf 2 13— 11 0 1�$9c1c wA�R1t1t ,1 't a P .t -f�t P1 �t� J // o- !w(� +11�St)�iesal tn,f re-`C 1 �'' A. O,15 4 144;.6k.. Ple •'00i4,1 :J-1 CO ,,(31,0C..\---:eit:ck•37:I t6:1:'t %_\c, '%,x_A. Ro C>‹, U fez,w Mai�7 11 N ., i1 4 Q tt !, zc - 7 ggcJ w'c5L k K I,' , rl - Sap sI r1.),9 Q- P. --,22.5- ��4'��� 1231 �64 4. DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM OTHER FACTORS(.1946): Available Space(1945) 1)5 SITE CLASSIFICATION(_1948):�+ p5 System Type(s) HPQgPj �FPPBpS EVALUATED BY: .A5hV4 hoL(r-n5 OTHER(S)PRESENT: '� n.d I lylnyie- 1 }f111w3rA ..eMaa ' Site LTAR Q.QS 0.Q5 COMMENTS: Updated February 2014 i