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Home My WebLink AboutRBPR-03-2022-40526.TIF THIS IS NOT A PERMIT Case# RBPR-03-2022-40526 `Z' UI , 1111 CATAWBA COUNTY HEALTH DEPARTMENT 0 PLAN REVIEW APPLICATION FOR ENVIRONMENTAL SERVICES /841 SM Residential Building Plan Review- Building New IMPROVEMENT-AUTH_CONST- NEW WELL 1/51)3 WWI Applicant ERICA FRAZIER,255 W MARTIN LUTHER KING BLVD#2606,CHARLOTTE NC 28202 H:6196186500 HOME:6196186500 ERICA.NICOLE.F@GMAIL.COM Contractor *JASON DRUM,4306 W BANDYS CROSS RD,CLAREMONT NC 28610 C:8284611437 JASONDRUM99@GMAIL.COM Land Owner ALEXANDER RATINOFSKY, 13017 MEADOW VIEW DR,GAITHERSBURG MD 20878-2116 NAME TO APPEAR ON PERMIT Erica Frazier SITE ADDRESS: 1316 MOLLYS BACKBONE RD,CATAWBA NC 28609 PIN# 461901094974 NAME of SUBDIVISION: Lot# _ 2 Section/Block PROPERTY SIZE: Square Feet Acres 1_23 DIRECTIONS: NC 10 Left 2nd Ave SE, Right 2nd ST SE,Right Rhyne RD,Left Husdon Chapel RD, Left Long Island RD, Right Monbo RD,Left Lowe ST,lot on Right PRIMARY CONTACT: Contractor SEWER TYPE: Septic Tank GALLON Y: 360 WATER SUPPLY: Private Well ESCRIB WORK: 2/15/2023 new a2 IP proposal received from LSS, reissue County AC. Septic area compromised by grading. 4/27/22 Revised as a Session Law, Soil Scientist documents received Previous Description: New 3 bedroom Single Family Dwelling w/attached garage with a lift upstairs 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? No 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: 2 PROPOSED CONSTRUCTION NEW STRUCTURE DIM:: 40x66 #OF NEW BEDROOMS:: 3 BASEMENT? No BASEMENT FIXTURES? No PLUMBING REQUIRED? Desired system types(Improvement Permit or Authorization to Construct): ACCEPTED: ALTERNATIVE: CONVENTIONAL: YES OTHER: INNOVATIVE: ANY: Other described: APPLICATION FOR WELL CONSTRUCTION PROPOSED WELL TYPE: Individual Well REPLACE WELL?: NO el,liia(r.e 02/15/2023 12:45 Page 1 of3 4:..�r=, —..,6..L=:.r ... ...... -,.,-... :,_. _ _ • '" .....:..1Y+Luli$%it'.,. gip:,,VltMfYS l.Ii�RAI �,1'•.�ti'YaL�,r��a'Ir CATAWBA COUNTY Case N RDPR-03-2022-40526 rt Public Health Department Subdivision i Environmental Health Division PINK 461901094974 PO Box 389,100-A Southwest Blvd,Newton,NC 28658 NAME ON PERMIT: (ERICA FRAZIER),255 W MARTIN LUTIIER KING BLVD#2606,CHARLOTTE NC 28202 (Erica Frazier) Site Address: 1316 MOLLYS BACKBONE RD,CATAWBA NC 28609 Property Size: Square Feet Acres 1,23 Directions: NC 10 Left 2nd Ave SE,Right 2nd ST SE,Right Rhyne RD,Lefl Husdon Chapel RD,Left Long Island RD,Right Monbo RD,Left Lowe ST,lot on Right Completed applications are valid for a period of 2 years.Improvement Permits are valid:with complete site plan=80 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 It 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 ere granted right of entry to conduct necessary inspections to determine compliance with applicable laws and riles. I understand that I em 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. TAAc.:011/4.. Date: a J 5I3 Signature of Applicant or Agent 0i1' -,', If you need further information or assistance please call 828-465-8270 AREA4 FEENAM DATE FEE AMOUNT Authorization to Construct Fee(New/Expansion) 03/28/2022 S 150.00 Fee Improvement Permit Fee 03/28/2022 S150.00 Well Permit&Inspection Fee 03/28/2022 S300.00 Authorization to Construct Fee(New/Expansion) 02/15/2023 $150.00 Fee Improvement Permit Fee 02/15/2023 S150.00 TOTAL FEES S900.00 FEES ARE NON-REFUNDABLE ONCE A SITE VISIT IS MADE OR WORK ON A PLAN REVIEW IIAS COMMENCED SYSTEM REDESIGN AND/OR RETRIP WILL INCUR AN ADDITIONAL CHARGE (SEE FEE SCHEDULE) Page 2 of 3 et,ur,l,t:,i,,,„ o2rtsa023 12:43 • CATAWBA COUNTY f it ,z 100A SOUTHWEST BLVD NEWTON,NORTH CAROLLNA 28658 RECEIPT Q li ' ' PHONE:828.465.8399 '�•�� Wednesday, February 15, 2023 18 'L su www.catawbacountync.gov PAYOR: Frazier,Erica PAYMENTS TRANSACTION NUMBER: TRC-57720943-15-02-2023 PAYMENT DATE: 02'15/2023 PAYMENT TYPE: Credit Card 301151866 INVOICE NUMBER ACCOUNT FEE NAME FEE AMOUNT 02-23-418386 110-580200-663000 Authorization to Construct Fee (N S150.00 ew/Expansion)Fee 02-23-418386 110-580200-663000 Improvement Permit Fee $150.00 TOTAL PAYMENTS: $300.00 RBPR-03-2022-40526 CASE TYPE: Residential Building Plan Review WORK CLASS: Building New SITE ADDRESS: 1316 MOLLYS BACKBONE RD.CATAWBA NC 28609 Applicant ERICA FRAZIER,255 W MARTIN LUTHER KING BLED#2606,CHARLOTTE NC 28202 H:6196186500 ERICA.NICOLE.F dIGMAIL.COM **NO PEOPLESOFT ACCOUNT ASSIGNED** Land Owner ALEXANDER RATINOFSKY, 13017 MEADOW VIEW DR,GAITHERSBURG MD 20878-21 l f Contractor *JASON DRUM,4306 W BANDYS CROSS RD, CLAREMONT NC 28610 C:8284611437 JASONDRUM99@GMAIL_COM J3U,,(toliqs iSacfcb SOIL & FORESTRY SERVICES OF TUC. CAROLINAS. PA February 14, 2023 Catawba County Environmental Health Attn: Robbie Phelps 25 Government Drive Newton, NC 28658 Re: Improvement Permit Submittal for 1304 Molly's Backbone Mr. Phelps, Attached please find sealed soil notes as well as site plans and design related data for a 3- bedroom accepted (25% reduction) system using gravity distribution. "The LSS evaluation attached to this application is to be used to issue an Improvement Permit in accordance with GS 130A-335(a2) and (a3)." Owner/Buyer: Erica Frazier tiign:uure: fri(a. Frey* "The I,SS evaluation is being submitted pursuant to and meets requirements of GS 130A- 335(a2). ' Wendell Overby, LSS Signature: (i.host4.11O04i,6 Seal: �tou �t`M6B1104kk County: Catawba IMPROVEMENT PERMIT FOR G.S.130A-335(a2)/SL2022-11 PIN/Lot Identifier: 471003004052 Issued To: Erica Frazier Property Location: 1304 Molly's Backbone Subdivision: n/a Lot#: Block: Section: LSS Report Provided: Yes❑✓ No❑ If yes,name and license number of LSS: Wendell Overby 1218 New Repair❑ Expansion ❑ System Relocation ❑ Proposed Structure: single family residence Proposed Wastewater System Type: accepted (Initial) accepted (Repair) Fill System:❑Yes ❑✓ 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: 360 GPD Proposed LTAR(Initial): 3 Proposed LTAR(Repair): .275 Design Wastewater Strength:[ domestic ❑high strength ❑industrial process Number of bedrooms: 3 Number of Occupants: 6 Other: Pump Required: ❑Yes ®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 ❑Public well ❑ Municipal Supply ❑Spring ❑Other: Drainfield location meets requirements of Rule.1945: Yes ✓❑ No❑ Drainfield location meets requirements of Rule.1950: Yes❑✓ No❑ 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: IP replaces prior approval. Some of previous drain field trenches to be covered for site work/landscaping. This approval involves replacing the prior trenches lost. Licensed Soil Scientist Print Name: Wendell Overby Licensed Soil Scientist Signature: 6t)ttx,zda,&Or-a4.6y Date: 2/14/23 The LSS evaluation is being submitted pursuant to and meets the requirements of G.S.130A-335(a2). *See attached site sketch* SOIL & FORESTRY SERVICE" OF THE CAROLINAS, PA A design for a 3 Bedroom ACCEPTED Septic System using GRAVITY distribution for 1304 Mollys Backbone Contents: Page Information for the Installer 1 Design Information Design Specifications 2 Layout Specifications 3 Site Plan 4 Calculations 5 Soil Descriptions 6-7 Feb 2023 Design By: Wendell Overby 1304 Mollys Backbone, Lot# 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 that must be considered along with all other considerations. * 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 * 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. * Elevations at pinflag locations should be checked by the installer prior to beginning * Septic tank riser shall be a minimum of 6"above finished grade. * System specified as ACCEPTED type using GRAVITY distribution * Repair specified as ACCEPTED type using MANIFOLD distribution * System trench depth specified at 18" * System trenches installed on 9' minimum; 3'wide trenches * Add 3" soil cap to system trenches * Site likely dictates need for plastic septic tank 1304 Mollys Backbone, Lot# ACCEPTED GRAVITY SYSTEM FOR WASTEWATER TREATMENT Contact: Erica Frazier Phone: 619 618-6500 Email: erica.nicole.f@gmail.com County: Catawba Location: 1304 Mollys Backbone Design Specifications Source of Wastewater Flow: 3 bedroom home Estimated Daily Wastewater Production: 360 gpd Drain field Size: 304 If Loading Rate: 0.3 gpd/ft.` Trench Depth: 18 in Trench Width: 36 in Septic Tank Size: 1000 gal 1304 Mollys Backbone, Lot# LAYOUT SPECS Daily Flow(gpd) 360 Revised Feb 2023 LINE# FLAG FLAGGED DESIGN BS HI FS ELEV COLOR — — — LENGTH LENGTH TBM 0.0 0.0 INSTR. 1 0.0 REPAIR 1 Pink 1.2 56 56 2 Red 1.9 56 56 3 Orange 2.8 56 56 4 Yellow 4.0 56 56 5 Blue 5.4 56 56 6 Pink 6.8 56 56 SYSTEM 7 Pink 89 76 8 Red 1.4 90 76 9 Orange 3.8 80 76 10 Yellow 6.2 81 76 LINE LTAR SYSTEM REDUCTION TRENCH SOIL LENGTH GPD/FT2 TYPE TYPE DIST DEPTH CAP SYSTEM 304 0.300 ACCEPTED 25% GRAVITY 18 3" REPAIR 336 0.275 ACCEPTED 25% MANIFOLD 23 0 Notes: **All measures in feet **Nitrification lines are demonstrated on contour via colored pin flags **BS and FS indicate rod readings gAGKBONE RD so' R/w MQLLYS MBZ5L0 .. 00'00 � r ip,„ ,,._, - m r ' '. \.4' B R N • F, z x. • + .m o :zis \ 57, al� y I O I W �� ca ca [CG., r ' j . . I Q 76' ,N1 RED 78. M 4p 2 ,; +...... r D Uo - SHEET TITLE: PROJECT NAME: Soil & Forestry Services 'o orn 01% ,� N1 FRAZIER ■ of the Carolinas, PA ii D o i o SEPTIC SYSTEM LAYOUT MOLLY'S BACKBONE itIL II FUIEuTlu 813 Davidson Dr NW o,m o Pri Qn m SKETCH MAP CATAWBA COUNTY Concord NC 28025 Q O m ai—i FEBRUARY 2023 tEl1 usablesoilmgmail.com 1EE! x m z �TM� M o 980-439—5007 cl soil andforestryservices.com 1304 Mollys Backbone, Lot# Calculations Designer Wendell Overby Project Name 1304 Mollys Backbone Project# 22-1018 Project MM YYYY Feb 2023 0 Lot#(if applicable) z Business (if applicable) Contact Erica Frazier (7) Phone 619 618-6500 Email erica.nicole.f(agmail.com County Catawba Bedrooms 3 Daily Flow 360 System LTAR 0.3 w System Type ACCEPTED System Distribution GRAVITY >- System Trench Depth 18 Required Feet of Line (system) 300 Repair LTAR 0.275 Repair Type ACCEPTED a_ Repair Distribution MANIFOLD Repair Trench Depth 23 _ Required Feet of Line (repair) 327 Sheet I u/ 2 PROPERTY ID#: 471003004052 COUNTY: CATAVVBA SOIL/SITE EVALUATION for ON-SITE WASTEWATER SYSTEM (Comnlete all fields in full) OWNER: ERICA FRAZIER APPLICATION DATE: ADDRESS: DATE EVALUATED: 2/10/2022 PROPOSED FACILITY: 3 BEDROOM PROPERTY SIZE: 1.18 LOCATION OF SITE: 1304 MOLLYS BACKBONE PROPERTY RECORDED: WATER SIMPLY: Private ✓Well DSprine DOther EVALUATION METHOD: Auer Borinu ✓lPit LICut TYPE OF WASTEWATER: IIISewaee =Industrial Process ❑Mixed I' SOIL MORPHOLOGY OTHER R 1940 (.1941) PROFILE FACTORS F LANDSCAPE HORIZON PROFILE 1 POSITION/ DEPTH .1942 CLASS .1943 .1956 .1944 E SLOPE% (IN.) STRUCTURE/ &LTAR CTURE/ CONSISTENCE/941 .1941 SOIL SOIL SAPR RESTR TEXTURE MINERALOGY WETNESS! DEPTH CLASS IIORIZ # COLOR 0 0-10 Y SCL WFA FR SS SP N/A 40 N/A N/A .275 L/8/o 10-40 RCWFS FRSSP 1 40- ROCK SAP 0-7 Y CL WFG FR SS SP N/A 54 N/A N/A .3-.35 L 10% 7-38 R C WMS FR SS SP 2 38-54 R CL WMS FR SS SP 0-10 Y CL WFG FR SS SP N/A 46 N/A N/A .3 L/10% 10-26 R C WFS FR SS SP 3 26-46 R SCL WFS FR SS SP 46 ROCK/SAP 0-9 Y CL WFG FR SS SP N/A 48 N/A 3-.35 10%L/ 9-28 RCWMS FISSSP 4 28-48 R CL WFS FR SS SP 48-60 R L WFS VFR NS NP C SAP 0-5 Y CL WFG FR SS SP N/A 3-.35Y, L/12% 5-32 R C WMS FR S SP N/A 48 5 32-48 RCLWMS FRSSSP •�G{�"�.SCA 48-53 VAR SL MASS VFR NS NP ��acv 4131\ k I0Tl IF.R FACTORS(.194G): � {��AtI r„ r5,i DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM SITE CLASSIFICATION(.1948): �,;., ai.. Available Space(.1945) � "rrI� 300 327 EVALUATED BY: O .1.113kIu,clG_r� System Type(s) ACCEPTED ACCEPTED OTIIER(S)PRESENT: MPSON Site LIAR .3 ; .275 COMMENTS: Updated February 2014 Sheet 2 of 2 PROPERTY ID#: 471003004052 COUNTY: CATAWBA SOIL/SITE.EVALIIATION for ON-SITE WASTEWATER SYSTEM (Complete all fields in lull) P SOIL MORPHOLOGY OTHER R (.1941) PROFILE FACTORS O .1940 IF LANDSCAPE HORIZON POSITION/ 942 E SLOPE% (IN.) .1941 .1941 SOI .1943 .1956 .1944 PROFILE STRUCTURE/ CONSISTENCE/ SOIL SAPR RESTR CLASS TEXTURE MINERALOGY WETNESS/ DEPTH CLASS HORIZ &LTAR COLOR L/24% 0-6 Y CL WFG N/A `rock N/A N/A 6-32 R C WFS FR SS SP inclusion -54 6 32-54 BR SCL MS FR SS SP C SAP 32 W .3 L/24% 0-8 Y CL WFG N/A 40 N/A N/A 8-40 RCWMS FRSSP 7 40 ROCK .3 L/24% 0-8 Y CL WFG N/A N/A 32 PS 8-32 RC WMS FR SS SP 8 32-60 VAR SL MASS VFR NS NP .3 L/24% 0-7 Y CL WFG N/A 52 N/A N/A 7-42 RC WMS FR SS SP 9 42-52 R CL WFS FR SS SP .3 L/27% 0-8 B L WFG FR SS SP N/A 50 N/A N/A 8-34 R C WMS FR SS SP B1 34-43 BR CL WFS FR SS SP F SAP .3-.35 43-50 YR L WMS FR SS SP C SAP L/27% 0-8 B L WFG FR SS SP N/A 53 N/A N/A 8-36 R C WMS FR SS SP B2 36-43 BR CL WFS FR SS SP F SAP .3-.35 43-53 BR L WFS FR SS SP C SAP COMMENTS: Updated February 2014 .....w. ...., • •.,4)1*, -‘II, . 4-4 706 • - ,. _ ..,.....,- • IA _ Ars „ ...„ • _. • -iik 1, . • .,• •- li.- ...Pc- •.. - - ,...404, ' . ,. 1 ' -.-4 • " ' -`" flIlre , ..4.,.- i 1.r...• 11$` , 1 -' - _ - • ,,.. ...',1.; ..___,...... 447P.A..S.gti . . *It' •... _ . —— . , _ ........ - --- . -- _ . . 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