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HomeMy WebLinkAboutRBPR-12-2021-39534.TIF A .1`t$ �C THIS IS NOT PERMIT Case# RBPR-I2-2021-39534 ' CATAWBA COUNTY HEALTH DEPARTMENT O PLAN REVIEW APPLICATION FOR ENVIRONMENTAL SERVICES /84 SM Residential Building Plan Review- Building New IMPROVEMENT- AUTH CONST- NEW WELL D>I M Se d Contact Person NEST HOMES LLC (ALLEN VANNOPPEN),236 RACEWAY DR SUITE 7,MOORESVILLE NC 28117 B:7044028594 C:8284433366 AVANNOPPENO/NESTHOMES.COM Contractor *NEST I IOMES I,LC (ERIC WOOD), PO BOX 3965,MOORESVILLE NC 28117 H:9803374813B:7042084251 C:7044339947 HOME:9803374813 OTHER:9805001226 JDUBOIS(0ESTII OMES.COM Land Owner TREELINE HOLDINGS LLC,9190 GREENWOOD RI),TERRELLNC 28682 NAME TO APPEAR ON PERMIT *Nest Homes LLC (Eric Wood) SITE ADDRESS: 6997 COBBLEFIELD LN,DENVER NC 28037 PIN# 460603030190 NAME ofs[n3DIVISION: COBBLESTONE Lot N 25 Section/Block PROPERTY SIZE: Square Feet Acres 1.02 DIRECTIONS: Slanting Bridge Rd south/left Burris Rd/right on Cobblefield PRIMARY CONTACT: Contractor SEWER TYPE: Septic Tank GALLON Y: 480 WATER SUPPLY: Private Well IBE WORK: 7/12/23 REVISED TO a2 AC 5/1/23 REVISED TO a2 IP COUNTY ISSUED AC AND WELL SAME HOME SIZE new single family dwelling 70 x 70/4 bedrooms SITE INFORMATION Do any of the following apply to the property for which this application is applied? If the answer to any of the questions below is"YES",then supporting documentation is required: Does this site contain any jurisdictional wetlands? No Does this site contain any existing wastewater systems? No Is any of the wastewater going to be generated on the site other than domestic sewage? No Is the site subject to approval by any other public agency? Yes Are there any easements or right-of-ways on this property? Yes Property Easements Description: 20 ft easement for supply lines APPLICATION FOR: New Structure STRUCTURE TYPE: PRIMARY RESIDENCE FACILITY TYPE: Single Family Residence OTHER DESCRIPTION: DESCRIPTION OF vacant lot EXISTING STRUCTURES ON SITE(IF ANY) DIM EXISTING STRUCTURE: NUMBER OF EXISTING BEDROOMS: #OF OCCUPANTS: 8 PROPOSED CONSTRUCTION NEW STRUCTURE DIM:: 70 x 70 #OF NEW BEDROOMS:: 4 BASEMENT? No BASEMENT FIXTURES? No PLUMBING REQUIRED? Desired system types(Improvement Permit or Authorization to Construct): ACCEPTED: ALTERNATIVE: CONVENTIONAL: OTHER: INNOVATIVE: ANY: YES Other described: APPLICATION FOR WELL CONSTRUCTION PROPOSED WELL TYPE: Individual Well REPLACE WELL?: NO alahpli.nn,.n 07/12/2023 14.10 Page 1 of3 Robert Phelps From: Robert Phelps Sent: Monday, July 24, 2023 11:56 AM To: 'Ashley Rollans' Cc: 'hposton@nesthomes.com' Subject: Cobblefield lots 16,19,20,23,24, and 25 A2 incomplete Ashley, The pump designs on the old force main map will not work for the current pump designs. They changed the lot numbers when the cul-de-sac was extended, the lot numbers do not match what the engineer specked for each lot. Also your gpm is different than what was written on that old map. We also need a certification for the supply line leak test for lot 16. These submittals will be in an incomplete status until we get that information. Thank You Robbie Phelps, REHS Environmental Health Supervisor, OSWP Division 25 Government Drive, Newton, NC 28658 (828)320-3077 cell https://www.catawbacountync.gov/county-services/environmental-health/ lcatawba county Confidentiality Statement:The information contained in electronic transmissions is confidential and may be subject to protection under the law,including the Health Insurance Portability and Accountability Act(HIPAA).An electronic transmission is intended for the sole use of the individual or entity to whom it is addressed.If you are not the intended recipient,you are hereby notified that any use,distribution or copying of the message is strictly prohibited.If you received a message in error, please contact the sender immediately by replying to the e-mail and delete the material from any computer. 1 County: Lcct <Wkjc-- `,� CONSTRUCTION AUTHORIZATION FOR G.S.130A-335(a2)/SL2o22-11 PIN/Lot Identifier: C.� ` �� I Z- Issued To: \\V2 -A- LAOt'YVQ;; Property Location 0\CITC6\6, Lr ,r\ Q( Nc acto37• AOWE/PE Plans/Evaluations Provided: Yes B' No❑ If yes,name and license number ofAOWE/PES 461 Qr :A. "]tO:7 . ZC�(Facility Type:-1 ' ,ry,t ,CSSt It nktc'A IR/New 0 Expansion \❑Repair System Relocation 0 Basement? 0 Yes E1N(o Basement Fixtures? ❑Yes 0 No Type of Wastewater System""' t'4 !'n P B P 5 ►'°jl,_{' -(Initial) N PP S PS t-•/Li/ (Repair) Daily n g Flow: `liV GPD Wastewater Strength:0-domestic 0 high strength 0 industrial process Session Law 2014-120 Section 53,Engineering Design Utilizing Low-flow Fixtures and Low-flow Technologies? ❑Yes Ca'N Installation Requirements/Conditions Septic Tank Size: t c;J 03 gallons Total Trench/Bed Length: 3'LC) feet feet Trench/Bed Spacing: V feet on center Drainfield square footage: . q `OJ Trench/Bea Width: 3a inches LTAR: 0 '2-5 gpd/ft2 Soil Cover: (. inche ''Slope Adjusted Maximum Trench/Bed Depth: 7.2_. inches LO k) S I DE Aggregate Depth: inches above pipe inches below pipe inches total Pump Tank Size(if applicable): I 0 OJ gallons Requires more than 1 pump? 0 Yes Itl No mac, r it'1 t�-.t. Yr oY(! In tt Y\.S CtiJL(Lj Pump Requirements: ft.TDH vs. GPM Graase Trap Size(if applicable): gallons N Distribution Method: 0 Serial 0 D-Box or Parallel n Pressure Manifolds) H LPP 0 Other: Artificial Drainage Required: Yes 0 No©-if yes,please specify details: Legal Agreements(if the answer is"Yes"to any type of legal agreements,p!sase attach a copy of the agreement.) Multi-party Agreement Required I.1937(h)]: Yes 0 No Easement,Right-of-Way,or Encroachment Agreement RegLi:nd[.1938(j)]: 0 Yes .No Declaration of Restrictive Covenants: n Yes EI'No **If applicable: I understand the system type specified Is different from the type specified on the application. I accept the specifications of this permit. Owner/Legal Representative Print Name: Owner/Legal Representative Signature: Date: Pre-Construction Conference Required: Yes 0 No Cd� Conditions:�:;` .. CV.1,-yc /Ic-,n.5 1 i%.,til,✓ Fo r Ge if rt.i in.�f • The construction and installation requirements of Rules.1950,.1952,.1954,.1.955,.1956,.1957,.1958,and.1959 are incorporated by reference into this permit and shall be met. Systems shall be installed in accordance with the attached system layout. AOWE/PE Print Name: . A /`cw\i AOWE/PE Signature: ! 5( -z,.. Lam( J 7/3/Z1 4 - n 1 r ���C.cir, Date: �►itJJii .t"'�?�'_'4' This..0.'J,:/PE submittal is pursuant:o and meets the requirements of G.S.130A-335(a2)and(a5);t��'o t 3s. .: `Sae attached site sketch"' @ (( //•^:!it IT 411\ y"}••r—P• .4 . 74 1 «,. IORAbcr.,a. M . S t d r .ii i Ay ;. Environmental Health 4, '!� ;t,Aa+rtu`fi.L' 011141b, $ THIS IS NOTA PERMIT Case# RBPR-12-2021-39534 CATAWBA COUNTY HEALTH DEPARTMENT � a 1 PLAN REVIEW APPLICATION FOR ENVIRONMENTAL SERVICES $ 2 srn Residential Building Plan Review-Building New IMPROVEMENT-AUTH CONST- NEW WELL S li in Rat a Applicant *NEST HOMES LLC (ERIC WOOD),PO BOX 3965,MOORESVILLE NC 28117 H:9803374813B:7042084251 C:7044339947 HOME:9803374813 OTHER:9805001226 JDUBOIS@NESTH OMES.COM Contact Person NEST HOMES LLC (ALLEN VANNOPPEN),236 RACEWAY DR SUITE 7,MOORESVILLE NC 28117 B:7044028594 C:8284433366 AVANNOPPEN@NESTHOMES.COM Contractor *NEST HOMES LLC (ERIC WOOD),PO BOX 3965,MOORESVILLE NC 28117 H:9803374813B:7042084251 C:7044339947 HOME:9803374813 OTHER:9805001226 JDUBOIS@NESTH OMES.COM Land Owner TREELINE HOLDINGS LLC,9190 GREENWOOD RD,TERRELL NC 28682 NAME TO APPEAR ON PERMIT *Nest Homes LLC (Eric Wood) SITE ADDRESS: 6997 COBBLEFIELD LN,DENVER NC 28037 PIN# 460603030190 NAME of SUBDIVISION: COBBLESTONE Lot# 25 Section/Block PROPERTY SIZE: Square Feet Acres 1.02 DIRECTIONS: Slanting Bridge Rd south/left Burris Rd/right on Cobblefield PRIMARY CONTACT: Contact Person SEWER TYPE: Septic Tank GALLO R DAY: 480 WATER SUPPLY: Private Well SCRIBE WORK• 5/1/23 REVISED TO a2 IP COUNTY ISSUED AC AND WELL SAME HOME SIZE new single family dwelling 70 x 70/4 bedrooms SITE INFORMATION Do any of the following apply to the property for which this application is applied? If the answer to any of the questions below is"YES",then supporting documentation is required: Does this site contain any jurisdictional wetlands? No Does this site contain any existing wastewater systems? No Is any of the wastewater going to be generated on the site other than domestic sewage? No Is the site subject to approval by any other public agency? Yes Are there any easements or right-of-ways on this property? Yes Property Easements Description: 20 ft easement for supply lines APPLICATION FOR: New Structure STRUCTURE TYPE: PRIMARY RESIDENCE FACILITY TYPE: Single Family Residence OTHER DESCRIPTION: DESCRIPTION OF vacant lot EXISTING STRUCTURES ON SITE(IF ANY) DIM EXISTING STRUCTURE: NUMBER OF EXISTING BEDROOMS: #OF OCCUPANTS: 8 PROPOSED CONSTRUCTION NEW STRUCTURE DIM:: 70 x 70 #OF NEW BEDROOMS:: 4 BASEMENT? No BASEMENT FIXTURES? No PLUMBING REQUIRED? Desired system types(Improvement Permit or Authorization to Construct): ACCEPTED: ALTERNATIVE: CONVENTIONAL: OTHER: INNOVATIVE: ANY: YES Other described: APPLICATION FOR WELL CONSTRUCTION PROPOSED WELL TYPE: Individual Well REPLACE WELL?: NO ehapplication 05/01/2023 15:17 Page I of3 County:Cc c ✓OGl , IMPROVEMENT PERMIT FOR G.S.130A-335(a2)/SL2022-11 PIN/Lot Identifier: L'1 GO Ca0303O ICAO Issued To: %ro.w. cobblL Hollow Qev, LI-C. Property Location: C,4O 1 Gobble c c'\P I-r\ OGY►vCr -Lgo i Subdivision: C.c>IrjbiCS'ion . Lot#: Z.S Block: Section: LSS Report Provided: Yes 51 No 0 If s,name and license number of LSS: SuMvC.` 1hlei 'KO\v,Yt., F 11.31 Newill Repair 0 Expansion 0 System Relocation 0 Proposed Structure: ki CST Siyj\t. `^' itevoeft t,e„ Proposed Wastewater System Type: VIPPeRS \0,' Qr($jv(G (Initial) HPPdPS 1CW t- (Repair) Fill System:❑Yes 5a 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: H fSO GPD Proposed LTAR(Initial): 0 a C Proposed LIAR(Repair): 0,2 S" Design Wastewater Strength:ti9 domestic 0 high strength 0 industrial process Number of bedrooms: IA Number of Occupants: cel Other: Pump Required: atYes 0 No 0 May be required based upon final location and elevations of facilities Artificial Drainage Required: 0 Yes IN No If yes,please specify details: Type of Water Supply:Itg 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 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: See. c S%5(\ Licensed Soil Scientist Print Name: S M ve r A, /„a((a 0 S Licensed Soil Scientist Signature: [/(� '7' Date: 003 The LSS evaluation is being submitted pursuant to and meets the requirements of G.S.130A-335(a2). *See attached site sketch* 0- 2.5 , a Catawba county public health Application for Environmental Health Services THIS IS NOT A PERMIT Application is for: !age;Construction ❑Existing Facility Improvement Permit ❑Authorization to Construct ❑New Septic ❑ Septic Repair/Malfunction ❑Septic Relocation ❑Septic Expansion ❑ fisting System Inspection or Reconnection New Well ❑Replacenynt Well 0 Well Abandonment ❑Well Repair Property Address 6999 Ctke.i;cic( Lik) Denver AJC_ 07Rc37 Acres/,OZA-C- Subdivision Cobbiesivne_ Lot# 0 5ff-G4semen+ Driving Directions to Property 810.0443 Brdd)L a 4y Joc. Lrr151 i jA (obble-fe4/Cq Describe work Pesi d -w e n 1 ( ✓ Applicant Name AJes4- Po►wes Applicant Address o73(0 f Dr;oe- , S.v c. `7 , /*oresvilk- JC a 8117 Phone 980. ,_5t2-I Email kpmf,nanesi-hc,nes.Cov Owner Name 8r6 4.iik, Co bic. /IVI/oLJ ,Oeve/oj mc•J [LC Owner Address go. (jeX 3q4 S, 4160yeSil)ife PC 028u7 Phone q(50- ,0- 1,2 35 Email h posi-dn &Ile si-ht,- c ( 4-r, Contractor Name ,U/,} Contractor Address Phone Email Name to Appear on Permit? 0 Owner 4 licant ❑Contractor Who will be the Primary Contact? ❑Owner [ pplicant 0 Contractor Proposed New Constructi Residential Primary Residence New Residence ❑ Addition to Residence #of New Bedrooms*t 4 #of Occupants 8 Project Description Re S;(.1N1+4.( Structure Dimensions,also speck dimensions of decks&porches 70'IC ?0 ' (Choose One) ❑Basement Crawl Space ❑ Slab If Basement,Will There Be Water Using Fixtures In Basement ❑Yes ❑ No Retaining Wall>2' ❑ Yes ❑ No Accessory Dwelling #of New Bedrooms*t #of Occupants Structure Dimensions (Choose One) ❑Basement ❑Crawl Space ❑ Slab If Basement,Will There Be Water Using Fixtures In Basement ❑Yes ❑ No Retaining Wall>2' ❑ Yes ❑ No Accessory Structure(s)Describe Structure(s)Dimensions Plumbing 0 Yes 0 No Describe Plumbing Needed (Choose One) ❑Basement ❑Crawl Space ❑ Slab If Basement,Will There Be Water Using Fixtures In Basement ❑Yes ❑ No Retaining Wall>2' ❑ Yes ❑ No Multi-Family Residence #of Apartments #Bedrooms per Apartment*t Total#Bedrooms in Structure*t #of Occupants Structure Dimensions (Choose One) ❑Basement ❑Crawl Space ❑ Slab If Basement,Will There Be Water Using Fixtures In Basement ❑Yes ❑ No Retaining Wall>2' ❑ Yes ❑ No Well Construction/Abandonme epair Proposed Well Type Individual Well 0 Semi-Public Well ❑Community Well Abandonment Type ❑ Drilled ❑ Bored ❑ Dug ❑ Unknown Well Repair Requested ❑Yes ❑No Describe Will Certified Well Contractor Install Water Line or Electrical Line from Well Head to Pressure Tank?❑Yes ❑No Environmental Health Catawba County Government Center,25 Government Drive I PO. Box 389, Newton, NC 28658 Phone: (828)465-8270 I Fax: (828)465-8276 I EHAdmin@CatawbaCountyNC.gov Existing Structures on Site Describe Structure Dimensions #of Bedrooms* #of Occupants Basement ❑Yes ❑ No Basement Plumbing ❑Yes ❑ No Existing Water Supply ❑Individual Well 0 Shared Well—Number of Connections ❑Community Well ❑County/City/Township Water Line Is a public water supply available?** ❑ Yes ❑No Commercial ❑Proposed New Construction ❑Existing/Change of Use ❑Repair Food Service Specify Type #Seats Dining Area(Sq.Ft.) #Employees per Shift #of Shifts Church #of Seats Daycare❑Yes ❑No #of Children #of Employees per Shift #of Shifts Commercial Kitchen ❑Yes ❑No Residential Kitchen ❑Yes ❑No Daycare#of Children #of Employees per Shift #of Shifts Business/Other Specify Type Structure Dimensions Retail Floor Space #of Employees per Shift #of Shifts Other Information Calculated Design Flow,Commercial t (This value will be determined by EH staff) The Applicant shall notify the local health department upon submittal of this application if any of the following apply to the property in question. pae answer to any question is"yes",applicant must attach supporting documentation. ❑Yes Does the site contain any jurisdictional wetlands? ❑Yes #53, Does the site contain any existing wastewater systems? 0 Yes Is any wastewater going to be generated on the site other than domestic sewage? 0 Xs No Is the site subject to approval by any other public agency? L Q Yes 0 No Are there any easements or right of ways on this property? Describe �e) (1aSefricA °✓ 5 L;.+cS If applying for an Improvement Permit or Authorization to Construct,Please Indicate Desired System Type(s): (systems can be ranked in order of your preference) ❑Accepted 0 Alternative 0 Conventional 0 Innovative 0 Other l ny *Any room that will be intended for sleeping at the time of construction or for future consideration should be noted as a bedroom and counted on all applications.The number of bedrooms will be confirmed by rooms identified on floor plans as a bedroom at the time of building permit issuance. This may prevent the need for septic system expansion in the future. t If structure is plumbed but has no bedrooms,calculated design flow will be determined by EH Staff. **If No,a well permit must be issued with the Authorization to Construct. RETRIP TO THE PROPERTY AND/OR SYSTEM REDESIGN WILL INCUR AN ADDITIONAL CHARGE(SEE FEE SCHEDULE) Environmental Health soil/site evaluations require digging,augering,and/or probing into the ground.Property owner/applicant is responsible for marking all underground utilities,including but not limited to:underground power,cable,telephone,gas,water lines,and irrigation systems/sprinkler systems.Catawba County Environmental Health is not responsible for damage to unmarked utilities. Completed applications are valid for a period of 2 years.Improvement Permits are valid:with complete site plan=60 months(5 years); with complete plat=without expiration. An Authorization to Construct will remain valid as long as the Improvement Permit is valid.An Authorization to Construct,issued for septic repair is valid for 60 months(5 years).Permits may be revoked if the information on this application/site plan changes or if the intended use for the proposed facility changes.Permits may be revoked if site conditions are altered such that they effect permit conditions or installation requirements. I have read this application and certify that the information provided herein is true,complete and correct. Authorized county and state officials are granted right of entry to conduct necessary inspections to determine compliance with applicable laws and rules. I understand that I am solely responsible for the proper identification and labeling of all property lines and corners and making the site accessible so that a complete site evaluation can be performed. The undersigned is the owner of the property or legal agent of the owner. 4r4- Signature of Owner or Legal Agent q =t4��' "-A ppvfi,., Datei}'I 29-I 7 023 Printed Name of Owner or Legal Agent Kect_tM,er P(7si-lyr. --1c4Fie rS hiR & FUREST Y 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 5-eft 4-5 c9 Subdivision Plat 6 Profile Descriptions _-~� l-Uj �`� Y J,- _sue 7 r• ' 7 t e n> APVAV pt Session Law IP Form . ,---- . , r- 8 Septic Application 4, ,,V O QE},, 9-10 Warr N : FORTH ;%, ***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 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 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. 4 6997 COBBLEFIELD LANE Project#:21-0093 LAYOUT FOR 4 BEDROOM HOME April 21,2023 FLAG FLAGGED DESIGN LINE# COLOR BS 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 98.00 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 DISTRIBUTION DEPTH *System 320 0.250 MOD. 0.250 HPPBPS LOW 22" CONY. PRESSURE Repair 380 0.250 MOD. 0.250 HPPBPS LOW 22" CONV. 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 Line# Color Elevation Length Hole Size Flow/hole Trench Area Number of Panels 4 RED 99.10 80 0.156 0.41 160 18 5 PINK 98.40 80 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 / v �0 .J . � • o �� 0 5 = lhiSy �'� 1p;rop. c. 37�/0S 2' \ N? % dit \ 2t 3' s • somas+ 87,41" l ,aoQ;tio- • tD�J o :, 2� sc� 0 ,. if N•P'" -• s l l ,-,c ,e ° <--A_ .06., -0 4 * L.i , ,,s, + 0 0 & 00 . ci- o o� N92? 0,,:0,.... • / s � � 65 <00., ) ° c9 c(i) �� / ' ç ,� O .,. ,,,- - f& 00 g' c -' 6-'�, va a � �� `- ,00 �u1 �, '� '� S O ii* `\'w ,OOt lln1—' �A7 I, 462 t k ,0 lln -b il °O A- r+ ra A. te,1xi\ Z F � v CA \oti �N< ( I d�7b3S rn vo td o • 4-56 - ,e /► �.l � vI ( V. o o w o� c ❑ -cit, (Al.CAG.) v :JOf) sic) CD . w w En r if; 4-I'm C a C3 ea •\. .\. aTh \4 \-6 ► w = NC° O IO C\VVVO / - N 0 Sheet I o °?54- fl"k4- PROPERTY ID#: 31i~7. COUNTY: L't d�I SOIL/SITE EVALUATION for ON-SITE WASTEWATER SYSTEM (Complete all fields in full) OWNER: \ * tcv‘os, APPLICATION DATE ADDRESS:Xj.,, ,co 1.-x). 1 .\- `.. ` OI.Xe.s lu Aloe \\LC a. 11-1 DATE EVALUATED: Ad I PROPOSED FACILITY: '.-I Y2Q PROPOSED DESIGN FLOW(.1949):LlInci rr_` PROPERTY SIZE: O+t,-a$,L LOCATION OF SITE:11nC bt\kivie Lr, 'Lbe,��.c c 9 P Lc'+t 4l - .c,a „,-k- PROPERTY RECORDED: 4/-ts WATER SUPPLY: 0 Private 0 Public 0 Welli 0 Spring 0 Other _� EVALUATION METHOD: 0 Au ier Boring LYPit ❑Cut TYPE OF WASTEWATER: E1-sewage 0 Industrial Process 0 Mixed P • I SOIL MORPHOLOGY OTHER • • - F (.1941) I PROFILE FACTORS I • .1940 E LANDSCAPE HORIZON • POSITION/ • DEPTH 1 PROFILE # SLOPE% (IN.) 1 I .1942.1941 .1941 I SOIL .1943 .1956 .1944 CLASS , STRUCTURE/ CONSIySTENCE/ WETNESS/ • SOIL SAPR RESTR &LTAR TEXTURE MINERALOGY COLOR DEPTH 0 HORIZ CLASS -t R+ I 9 - ?� 'Rc„ I . ,(1.. Fr 55; gi.1 , ° L.:WEa 115 1 jl 32.— 5`I RSc k tx�sb�-- L". °t.5j P `) i F G s t' 5 L( f5 -- O. .' ( J j`�- tf�✓ lattl35 `' X i r,q v p'a. . 0 - I L g 6( z ✓ r 56.>f 1c-P', _�� ILi — 2Z a 5L-1 tvCSOL... Lt. cn.. 'fr•_ M 2 ,^� �z— 3y � 5��. �. A` ' P ,i *CiP, f .'' 67 - - e,zs . ° 3K �� cnobY ,r Itt ,t a I'C6-0CVAlfi •-CIrL5@46" D-- 13 -3�-C-( w Fsk, F r 4?% P - 13— tlo kwn / ,L '‘t k ,., -.tfQ PI �,..;1 �P5 3 �, 4 c- (04 v lct ., ,l %f `fr, Q fI ( ,�--� s 01 L - - - 0,ZS' \4'Ol&.water. / 1 C \\ / /, O'l_n7:70Z '\,‘-i 0 - c 13 s e_I tv.fik_ P--.{.s.541.KoeP 1 ,,- A - 4.-04:' '' '\ "? - I, ( ( te$/ii4VA*//y/..0, ; ps, DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM OTHER FACTORS(.1946): ` • (� SITE CLASSIFICATION(.1948): )5 ., Available Space(.1945) {`5 P System Type(s) ;' ,' • }} g.PS tFPPgps EVALUATED BY: S.4ShtLy goI,lan5 OTHER(S)PRESENT: G'L.,,A I,Jaane✓ t Y1\ v' aenr14,4. Site LTAR ' s , i `, o.a� D t 'COMMENTS::' A• `Updated February 2014 a . ,.4;.. n 7 +m+T�'�turwvaw.1■vd au'twam»rwa I °I,R -,.�.� aseZ-sec-4oc -oN `A.LNnoo VaMVZv0 . 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A. • 'Sloss Commercial * Residential * Mortgage Surveys * Multi-Family Construction Staking * Subdivision Design • Topographical 131 Croselake Park Drive - Suite 102 • Mooresville • NC • 28117 • - (704) 884-7029 (704) 864-8041 Fax I. certify that this map was drawn under my supervision from an actual survey made under my supervision recorded in deed book 3213 page 1653 and/or plat book 66 page 84 that the ratio of precision is 1':10,000, that this map was prepared in accordance with the General Statutes of North C �p ter 89C. my hand and seal on the 24 day.of AUGUST 4�`''( A% '4 A.D. 20 22 �.��� �``�� • I to ,-- 0 1 , • • • VICINITY MAPaMO SCALE \\ �; STEPHEN R. SCHMIEDER 1952/357 SIGMON VANNIE MAE , /821/106 , 10' Drainage 1 Easement (Typical) • ``—;— N46 51'19'W N56'16'53'W7,5 E I • _3~� 103.37 • ki Lot - , A 1.01 AC. v � w LL I.7 M co f` tz FS �m Va..r-m COBBLESTONE P o o z n n 9 ly0\ LOT 24 g z 0 a~esz N NEST HOMES LLC. ' 7•;:::i E,� 3724/1040 _.1 —. s ' :r----)27.S—'—'—.-1.- r7 L—— -.r: Sr FRONT J • L 4:.- ._..c J i=r. N52'29'24'W —.NY-- 235.00 f;,:',` CONC. CALC. • DRIVE = 1,509 SQ. FT. , WALK = 180 SQ. FT. COBBLEFIELD LANE R%W (60' PUB R/W) RAI LEGEND — — — CT -P.P.-POWER.POLE _ LP.S=#4 RESAR SET • NOTE R/W..RIGHT-OF-WAY 1) THIS PROPERTY MAY BE SUBJECT CP-COMPUTED POPIT TO ANY EASEMEN S IV�/Oft RIGHTS OF WAY OF 1/ WELL 2) ACREAGE COMPUTED RBBYY THE . COORDINATE METHOD. 4 NO GRID MON JMISIr FCxJND WITHIN 0. 2LJ 1I° PLOT PLAN SURVEY a 2000 SHOWN PERR-4O SCALE IN FEET OF 7997 COBBLEFIELD LN - LOT 25 COBBLESTONE SCALE 1" = 50' MOUNTAIN CREEK TWSP., CATAWBA CO.. N.C. 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