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HomeMy WebLinkAboutIMPV-06-2023-197346.tif r -....1 ^_S rf CATAWBA COI INTY y - ', Public Health Ikpartmcnt Subdlrnuon COBBLESTONE A. _ is •P.nvirunmcntal Health Division PINS 480803022975 111‘f y" PO Boa 31t9,25 Government Drive.Newton.NC 26658 I A7'1� 24 8IteAddress: 7015 COBBLEFIELD LN,DENVER NC 28037 Name on Permit 'NEST HOMES LLC Property Ale: Acres 1.01 Direction: Slanting Bridge Rd south!left Bums Rd I right on Cobbletield Owner/Authorized Representative Acknowledgement of Permit Receipt I certify that!am the owner or authorized agent(owner's authorization required)representing the owner of the property described above. `frAs the property owner or authorized representative,I have received the above referenced permit(s)as requested in the application for service RBPR-12-2021-39533,by the following method(s): p Received in Person Facsimile Transmittal (Return form with signature required) 4 Electronic Image Transmittal/E-mail (Return receipt required) �/ cie As the property owner or authorized representative I have reviewed and understand the specific conditions r of the perrnit issued, and further understand that all applicable regulatory requirements specified under the North Carolina Laws and Rules for Sewage Treatment and Disposal Systems(ISA NCAC ISA.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 Stles.42LP__ __ Date_.t)1) 23 Documentation of Permit(s)Transmittal (permit traesmltted by electronic or other means) Permit transmitted by (name of person Qsending permit) Signature__ E__ _— ______Date/lime i�1151)3 Method: Fax I 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 yotPlease stake a few momentts tto complette our custtomer service survey art http://www.surveyrnorikey.com/VEHCusttomerServIce b9DS c' 0 nal-bows .& fil alq;nmi 07/I312023 06:07 1 Lp} 24 County: C& IMPROVEMENT PERMIT FOR G.S.130A-335(a2)/SL2022-11 PIN/Lot Identifier: Li(s 0(tr0' 02-ZOO 5- Issued To: (-Sr cobble. HOiio�,/ ()Gy, L1-C. Property Location: 701 S CrobbI C.k'I Ltp L-n Der ve-4- 2 g'o 7 Subdivision: C.t bk r(r+C. Lot#: Z H Block: Section: LSS Report Provided: Yes g No 0 If yes,name and license number of LSS: Scorn v{.\ isvSh1C.r-[ ?p1icy15 1 L3\ New® Repair❑ Expansion ❑ System Relocation 0 Proposed Structure: ZC Sky.iNt, f+r—lh fit -A Proposed Wastewater System Type: A Q'r 2 5. s, t[ jc., ?N (Initial) TAI.54 COW, $OI. Pe-lwr-'Repair) Fill System:0 Yes Ikj No If yes,specify:0 New El Existing (when adding more than 6 inches of fill to system area please provide a fill plan) Proposed Design Daily Flow: His° _GPD Proposed LIAR(Initial): 04'5 Proposed LTAR(Repair): Qi 3 Design Wastewater Strength:CI domestic CIhigh strength CIindustrial process I Number of bedrooms: 1 Number of Occupants: St Other: Pump Required: aYes ❑No ❑May be required based upon final location and elevations of facilities Artificial Drainage Required: ❑Yes ®No If yes,please specify details: Type of Water Supply: Private well 0 Public well 0 Municipal Supply ❑Spring ❑Other: Drainfield location meets requirements of Rule.1945: Yes® No❑ 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 G5 130A-334(7a)] Permit conditions: Sc� c C.Stcc( Licensed Soil Scientist Print Name: \ 7 LA3 / /4, !c o7 v.c Licensed Soil Scientist Signature: .ZC�c c Y �C. l-Z �� �� Date: 0-://e2 The LSS evaluation is being submitted pursuant to and meets the requirements of G.S.130A--335(a2). `See attached site sketch* • 7015 Cobblefield Ln / Lot 24 County: Catawba This Section for Local Health Department Use Only Initial submittal received:5/1/23 by RP Date Initials Permit Number: IMPV-06-2023-197346 G.S. 130A-335(a4)states the following: 'If a local health department fails to act on an application for on 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 Dote State Authorized Agent: Date: © Complete 4 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* • SOIL X FUNESTRV SERVICES OF T I iF CAf-'L11_INAL.. PA www.soilandforestryservices.com Project#:21-0093 May 16t", 2023 Nest Homes Attn:Matt Varney Email: mvarnev@nesthomes.com RE: Soil &Site Evaluation for a 4 Bedroom Residence at 7015 Cobblefield In, 1.01 ac Parcel, PIN#460603126245, 7015 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 R+ 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. Ail 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. • • 7015 cobbJefield In (See Attached Design) The septic layout for this lot (9'centers)yielded a total of 694 linear teet of line.The primary system is proposed as 400 linear feet of Accepted (25%Reduction) drainfield with pressure manifold distribution.Trench depth is specified at 33 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 294 linear feet available for repair. Primary and repair is located at 24A 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(o2J and(a3)." Owner Date Print Name 9 t F \rfGL.' I Signature //,t "1 � -� if The LSS evaluation shall include a statement bearing the LSS seal and signature that reads as follows: 'The LSS evaluation is being submitted pursuant to and meets the requirements of G.S. 130A- 335(a2)." Disclaimer This report reflects the findings of S&F5, 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 7015 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 • • - - - .tic system inspection, wetland delineation and forestry services. �"0 SOIL — Sincerely, A. r � oc �L. RO C.J �a A Sj rt � Z� T • • • 9 F 12 31 O" S. Ashley Rollart , Attachment: Septic Design NO RTN t • IF SOIL Z FORESTRY SERVICES Ili THE CAFJDLINnc:, I',' www.soilandforestryservices.com Attached is a proposed design for an Accepted (25% reduction)Septic System with Pressure Manifold distribution for a 4 bedroom single family residence at 7015 Cobblefield La Subdivision Lot 24A,(PIN 0:460603126245),Denver NC,28037. Contents: Page Information for the Installer — i Design Information Design Specifications---------------------------------_-------------- 2-3 Layout Specifications------------------------ ---__------...-____ 4 System Tapsheet — -----------__________ —_—. 5 Pressure Manifold Diagram ------- g Site Plan/System Plan ----------- 7 Calculations —-.--- — ------------------ 8 Profile Descriptions - ------- — 9 Subdivision Plat — 10 Session Law Form ---------------- — 11 Application-- -- —— — SUBMITTED ***PROFESSIONAL ENGINEER REQUIRED TO PROVIDE DESIGN % ' -• SPECIFICATIONS FOR EXISTING FORCE MAINS PRIOR TO ./. , ISSUANCE OF AUTHORIZATION TO CONSTRUCT. i • r-: _` \ / f'-M:`ris. r March 17,2022 : : Project No.21-0093 ,A. i ' •,I Design By: Soil& Forestry Services of the Carolinas,PA , ' ' t 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 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. - 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 an Accepted 25%reduction installation w/Pressure Manifold. - Repair is specified as a PPBPS 50%reduction installation w/Low Pressure distribution. - Rake trench walls, lime sidewalls, install trenches 36" wide and have no more than 1/4" fall in 10 feet. - Supply line size,length and elevation head must be provided prior to AC - Repair is offsite on Lot 24A. Supply lines were installed per expired IP. r 4 Layout Specifications- 7015 Cobblefield Ln -Lot24A Project#:21-0093 LAYOUT FOR 4 BEDROOM HOME March 17,2022 FLAG FLAGGED DESIGN LINE# COLOR Lis lI F..4 ELEVATION LINE LENGT}j JANE LENGTI1 TBM 1.90 101,9 100.00 HOUSE PUMP TANK INS7R. I OFFSITE 24A 1 RED 2.20 99.70 42 42 2 BLUE 2.80 99.10 68 68 3 YELLOW 3.60 98.30 90 90 4 ORANGE 4.10 97.80 112 100 5 PINK 5.00 96.90 114 100 6 RED 5.60 96.30 107 100 7 BLUE 6.00 95.90 103 100 8 YELLOW 6.60 95.30 35 35 9 ORANGE 7.20 94.70 23 23 Total 694 658 SOIL LOW SIDE LINE LTAR SYSTEM LTAR TRENCH TRENCH LENGTH GPD/FTT TYPE GPD/FT2 SYSTEM DISTRIBUTION DEPTH 'S)stem 400 0.300 ACCEPT. 0.300 25%RED GRAVITY 33" Repair 294 0.300 MOD, 0.300 50%RED LOW 33" (12', 14',7,3) CONY PRESSURE on lines,4,5,6,7, Notes: **All measures in feet **Nitrification lines are demonstrated on contour via colored pin flags **Nitrification lines were located by GPS and Tape Measure. **Property lines located by Licensed Surveyor. I 5 PRESSURE MANIFOLD TAPSHEET - 7015 Cobblefield Lane-Lot 24A SYSTEM Limit Color Etvation l meth pole Sjig &MAU arrackAat Llne LTAR 4 ORANGE 97.80 100 SCH 40 I/2 7.11 300 0.15 S PINK 96.90 100 SCH401n 7.11 300 0.15 6 RED 96.30 100 SCH 40 I/2 7.11 300 0.15 7 BLUE 95.90 100 SCH 40 1/2 7.11 300 0.15 total feet = 400 gal/min— 28.44 Des.Flow 480 Pimp Run= 6.43 soil LIAR 03 LTAR+5% 0315 LTAR with ACCEPTED 0.4 1.7'AR with ACCEPTED+5% 0.42 ir '1'44 /- if • \ \ ) \ % \rii-\ . N\7, - P g ii / iii icilL751 i.ez.": : // F 1 1N a ter. Ik:,`` , k t ,40 3 ASNC4, * _Iii,4 AN Azi,..:,, # Nk .....,,,, #AlAr44/ . \ -74( 0 , ., a.WG•4 q lPh is Ito ., q 4 , ,%\\ ( ; Li%, ,N4t ;„ _ 1 \ ' %, ' :77 4 Pi es tl 1 F \ .>0,- &sue ,�� o�> tea, a LC c9 • 'q-:q 1 .1' P: ci •\ 4)le �a+5o �c• c.,s, Q.,,,- Illk.el ee ow 0 S\L 4 , 4 e \ ? .e- 44. V % \ 4c) . el' 4r. is_ qx_. a ,k !IV c� U‘k Ato. li! ‘,...„4. 0 o,,,, 22-27 e.- \ \_,, # .,e0 o a SCALE 50 ' 0cs- ) o 61 4., • o- Nr j Ali Li - a�9 44 - 's s 1 e9 ,, Q- ("v : ,\fir• 0- `-'6- Ns c? Q • 6) ,9c„ "? \ctl) 4 *gir ' \ c:? i, 44 �\›. e% \ j y i . c', ` C -,. \ 0 ., 0. S'll l 110 i! C) 1 \ 4, o, :} a o O SCALE ' c�1, 1 = 50 0 )0 , Sheet i of 1 PROPERTY ID#: `G .,-,.ie COUNTY: ,•14 SOIL/SITE EVALUATION for ON-SITE WASTEWATER SYSTEM (Complete all fields in full) OWNER: 1 r t ,'4.4,e_ /...0 _ APPLICATION DATE -_k ADDRESS: -`5:P Kaye Pr.I .., I, 114:�,1� _' ('' ....''.•• 'i - DATE EVALUATED: oI( fle- PROPOSED FACILITY: Li PROPOSED DESIGN FLOW(.1949): 486 p4 PROPERTY SIZE: 1''; LOCATION OF SITE: O 1�— C•1k',t� Lit, .c4 :+/'I 5:.1,'�c.'4 ____ PROPERTY RECORDED: '1' WATER SUPPLY: ❑Private ►►17 Public (?ell [.1 Spring 0 Other EVALUATION METHOD: 4uier Boring Li Pit 0 Cut TYPE OF WASTEWATER: [ Sewage ❑Industrial Process CI Mixed r • • • • P p SOIL MORPHOLOGY OTHER v (.1941) PROFILE FACTORS I .1440 E LANDSCAPE HORIZON , POSTIrow DEPTH .I942 PROFILE a SLOPE% M•) .1941 .1941 SOIL .1943 .1956 .1944 CLASS STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPR RESTR &LTAR TEXTURE MINERALOGY COLOR DEPTH 0 HORIZ CLASS p Q O- 9 bile Iasbr V(s &c t 1 — 32_ '3QCwC,10 lA vt v. 5 1 _-/ f_oi 1 Z.- 'S te,c l arbk. P5 -- CS,? sc... 7 II a t S 1 wtw 4. 0. vL 101 D - 9 E s l 5 r Fril,[,P (P PS T) 'A - l'$ cww1tb�C Ft4S.•- p 'f: rCife cfl 2 PI 5% Zg - Go fed..,sC55 'c t165 r<4 - e 6 _ 0.z5 9,-/,cw- , , 33Y?l7 G a- re- va r sr ':4 v It ti • 0- 8 .850 w.fiLk. >rr<5',Pr xP {5(w40 r to it il 7 2 t/ zc". 72. R : µlr.I.t. %, 4 Sp v -C.5,4 do, -.; 5°,6 o - -1 8,5c-1 v..(s/dx {i )K p 1 - 34 4c vv it &. %., H ` t., 1 1-I 1'`' 4 L (`-1a1. ' ii 1if ".1.4 it- % I W_ S6 II • — - . I Clgjiii. ti>,', DESCRIPTION INITIAL SYSTEM r REPAIR SYSTEM OTHER FACTORS(.1946):__ _ ' •b, - ; SITE CLASSIFICATION(.1948): _05 Mati;,!,071'.P;f'//i Available Space(.1945) C,, 15, �< r . �,,/ Syatern'rype(s) E r. i'� ��°i„ 7 P 1 EVALUATED BY: 4? /!,w, ' dens `"� �I'• : .A , !r:�.....,ti$.5 V• OTHER(S)PRESENT: 411100ffiriM.kv . T✓i.l • Site LTAR 6 ,3 t',g ).'• _. . ` • COMMENTS: v'��. Updated February 2014 PIEDMONT DESIGN ASSOCIATES, P.A. 125 East Plaza Drive j Suite#101 Engineering Mooresville,NC 28115 Surveying Phone: 704-664-7888 I 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 Cobblefield Lane, Cobblestone Subdivision Catawba County, North Carolina Dear Mr. Phelps: ENGINEERS CERTIFICATION I, Donald L. Munday, 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, PIEDMONT DESIGN ASSOCIATES, P.A. `�`�������irrr�������i mac/ „ Vd7/1-08,117.' • I SEAL 17327 Donald L. Munday,P.E. '��,` ',r: N.C. Registration No. 17327 '4 irDrrrr L. 4‘1 `` cc: Allen VanNoppen,Nest Homes 04/05/2022