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HomeMy WebLinkAboutEHPR-03-2023-43775.tif /�'" % THIS IS NOTA PERMIT Case# EHPR-03-2023-43775 CATAWBA COUNTY HEALTH DEPARTMENT 1,0 41 PLAN REVIEW APPLICATION FOR ENVIRONMENTAL SERVICES /8 2 sM Environmental Health Plan Review-OSWP IMPROVEMENT Applicant PRINCETON LAND DEVELOPMENT (JORDAN WILLIAMS),PO BOX 3608,MOORESVILLE NC 28117 C:7042016823 JORDAN@PRINCETONCOMMUNITIES.COM Paid By PRINCETON LAND DEVELOPMENT (JEFFERY CERNUTO), 158 W MARANTA RD,MOORESVILLE NC 28117 B:7042016823 NAME TO APPEAR ON PERMIT Princeton Land Development (Jordan Williams) SITE ADDRESS: 4443 GILES AV,SHERRILLS FORD NC 28673 PIN# 460602994279 NAME of SUBDIVISION: Lot# 1 Section/Block PROPERTY SIZE: Square Feet 116,218.08 Acres 2.668 DIRECTIONS: 150 E,right Slanting Bridge Rd,left Drena Dr,right Giles Ave on right before Ina Ln PRIMARY CONTACT: Applicant SEWER TYPE: Septic Tank GALLONS PER DAY: 480 WATER SUPPLY: Private Well DESCRIBE WORK: a2 IP only 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? No Are there any easements or right-of-ways on this property? Yes Property Easements Description: Duke Transmission Line APPLICATION FOR: New Structure STRUCTURE TYPE: PRIMARY RESIDENCE FACILITY TYPE: House OTHER DESCRIPTION: DESCRIPTION OF EXISTING STRUCTURES ON SITE(IF ANY) DIM EXISTING STRUCTURE: NUMBER OF EXISTING BEDROOMS: #OF OCCUPANTS: 8 PROPOSED CONSTRUCTION NEW STRUCTURE DIM:: 70x70 with 20 x 40 pool #OF NEW BEDROOMS:: 4 BASEMENT? No BASEMENT FIXTURES? No PLUMBING REQUIRED? EMPLOYEES PER SHIFT: NUMBER OF SHIFTS: TOTAL EMPLOYEES: SEATING CAPACITY: TOTAL FLOOR SPACE(SQ FT): Desired system types(Improvement Permit or Authorization to Construct): ACCEPTED: ALTERNATIVE: CONVENTIONAL: OTHER: INNOVATIVE: ANY: Other described: cicqpli;:nnn, 03/28/2023 09:48 Page I of3 ��' CATAWBA COUNTY Case# EHPR 03 2023 43775 lr t ii , Public Health Department Subdivision d '4 Environmental Health Division PIN# 460602994279 / PO Box 389,100-A Southwest Blvd,Newton,NC 28658 w NAME ON PERMIT: PRINCETON LAND DEVELOPMENT (JORDAN WILLIAMS),PO BOX 3608,MOORESVILLE NC 28117 Princeton Land Development (. Site Address: 4443 GILES AV,SHERRILLS FORD NC 28673 Property Size: Square Feet 116,218.08 Acres 2.668 Directions: 150 E, right Slanting Bridge Rd,left Drena Dr,right Giles Ave on right before Ina Ln 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. Date: Signature of Applicant or Agent If you need further information or assistance please call 828-465-8270 AREA5 FEENAME DATE FEE AMOUNT Improvement Permit Fee 03/22/2023 $150.00 TOTAL FEES $150.00 FEES ARE NON—REFUNDABLE ONCE A SITE VISIT IS MADE OR WORK ON A PLAN REVIEW HAS COMMENCED SYSTEM REDESIGN AND/OR RETRIP WILL INCUR AN ADDITIONAL CHARGE (SEE FEE SCHEDULE) ehapplicatn,n 03/28/2023 09:48 Page 2 of 3 Catawba county RECEIVED N 3775 Application for Environmental Health Services �� j� 2 2 21123 THIS IS NOT A PERMIT Application is for: Cif New Construction ❑Existing Facility ❑Improvement Permit ❑ Authorization to Construct Environmental Health chew Septic ❑ Septic Repair/Malfunction ❑Septic Relocation ❑Septic Expansion ❑ Existing System Inspection or Reconnection ❑ New Well ❑ Replacement Well ❑ Well Abandonment 0 Well Repair Property Address 1h b s �c i ' I `' O fr i J,L AM/ Lot#Acres �,I,O$ Subdivision y/�N /�, 1� Driving Directions to Property Describe work 5-t a).,'c %�_..•..� Applicant Name f>�:,i,.�.,�-. �_�.� /�v.,�.L ;— Lc- (— Applicant Address P l3u.. 3c: ;, v . L t t?- Phone 70 _ - e.,s- z Email Owner Name Owner Address Phone Email Contractor Name Contractor Address Phone Email Name to Appear on Permit? ❑Owner ❑Applicant ❑ Contractor Who will be the Primary Contact? ❑Owner ❑Applicant ❑Contractor Proposed New Construction-Residential Primary Residence ® New Residence ❑ Addition to Residence #of New Bedrooms*t #of Occupants L/ Project Description 1.1 i1f t-A c Structure Dimensions,also specify dimensions of decks&porches (Choose One) ❑Basement `8 Crawl Space 0 Slab If Basement.Will There Be Water Using Fixtures In Basement 0 Yes 183 No Retaining Wall>2' 0 Yes Ta.No Accessory Dwelling #of New Bedrooms *t #of Occupants Structure Dimensions (Choose One) 0 Basement ❑Crawl Space 0 Slab If Basement,Will There Be Water Using Fixtures In Basement ❑Yes 0 No Retaining Wall>2' ❑ Yes 0 No Accessory Structure(s)Describe Structure(s)Dimensions Plumbing ❑ Yes ❑No Describe Plumbing Needed (Choose One) ❑Basement ❑Crawl Space ❑ Slab If Basement.Will There Be Water Using Fixtures In Basement 0 Yes ❑ No Retaining Wall>2' 0 Yes 0 No Multi-Family Residence #of Apartments #Bedrooms per Apartment*t Total#Bedrooms in Structure*t #of Occupants_ Structure Dimensions (Choose One) ❑Basement 0 Crawl Space ❑ Slab if Basement,Will There Be Water Using Fixtures In Basement 0 Yes ❑ No Retaining Wall>2' ❑ Yes 0 No Well Construction/Abandonment/Repair Proposed Well Type E Individual Well ❑Semi-Public Well ❑Community Well Abandonment Type ❑ Drilled 0 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 PO. Box 389, Newton, NC 28658 D f,r%ri • tnlai C'av•IQ7Q%AGS_Q')7C I CUA.t.«�.,/nl ln♦-„ .�,•/'i,.,.,h.111/" ....,. Existing Structures on Site Describe Structure Dimensions #of Bedrooms * #of Occupants Basement ❑ Yes ❑ No Basement Plumbing ❑ Yes ❑ No Existing Water Supply ❑ Individual Well ❑ Shared Well—Number of Coimections ❑ Community Well ❑ County/City/Township Water Line Is a public water supply available'? ** El Yes ❑ No p 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 El 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 ally of the following apply to the property in question. If the answer to any question is"yes", applicant must attach supporting documentation. ❑ Yes op No Does the site contain any jurisdictional wetlands? ❑ Yes cj No Does the site contain any existing wastewater systems? ❑ Yes No Is any wastewater going to be generated on the site other than domestic sewage'? ❑ Yes No Is the site subject to approval by any other public agency? 0 Yes No Are there any easements or right of ways on this property'? Describe If applying for an Improvement Permit or Authorization to Construct,Please Ltdicate Desired System Type(s): (systems can be ranked in order of your preference) ❑Accepted 0 Alternative 0 Conventional 0 hmovative 0 Other 0 Any *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 TILE 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 Constrict, 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 pennit 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 prope or legal agent of the owner. Signature of Owner or Legal Agent Date - 2 2 2 JZ 3 Printed Name of Owner or Legal Agent/ County:� 1Y�G. L• IMPROVEMENT PERMIT FOR G.S.130A-335(a2)/SL2022-11 PIN/Lot identifier: ('(J 6'd o (1q 4 l 7 l Issued To:Pc(nc./..6n. Loy-,A Ive ` L Lf.. Property Location: i cs C. r Subdivision: � Sub Report Provided: ora GS4c& Lot N: 1 • Block: Po Yes ti No 0 Section: If yes,name and license number of LSS: ]q til tit / c-,Vk i ICI i\ • I f New Repair Expand n 0 System Re1 location 0 Proposed Structure: 11 6 k 4 S( , L.._ Proposed Waster System Type: C-c_ Q (initial) F lo�� Fill System:❑Yes No If yes,specify:0 New 0 Existing (when addingmorelRepair) Proposed Design Daily Flow: `�,: than 6 inches of fill to system area please provide a fill plan) �_GPD Proposed LTAR(Initial): C"'3 Proposed LTAR(Repair): d .3. Design Wastewater Strength:domestic 0 high strength Number of bedrooms: I Number of Occupants: ❑industrial process pa � Other: Pump Required: ❑Yes No\ 0 May be required based upon final location and elevations of facilities • Artificial Drainage Re ulred: ❑Yes ®No If yes,please specify details: Type of Water Supply:l9 Private well 0 Public well 0 Munkipal Supply ❑Sri 0 SpringOther: Drainfield location meets requirements of Rule.1945: Yes Q' No 0 Drainfleld location meets requirements of Rule.1950: Yes❑•--- No 0 Permit valid fon live years[site plan submitted pursuant to GS 130A-334(13a)] 0 No expiration[plat submitted pursuant to GS 130A-334(7a)] Permit conditions: Ucensed Soil Scientist Print Name: PA L• Q b -Ucensed Soil Sckntist Signature. ''• �,c, �';� `l,�' Gr``,« r r l' Date: The LSS evaluation is being submitted pursuant to and meets the requirements of GS.130A-335(a2). *See attached site sketch* Y RECEIVED MAR 1 3 2023 Environmental Health Robert Phelps From: Robert Phelps Sent: Monday, April 10, 2023 3:15 PM To: jordan@princetoncommunities.com' Cc: jeff@princetoncommunities.com' Subject: Private option IP-A2 for lots 1-3 Attachments: 4495 Ina Lot 3.pdf;4443 Giles Lot1.pdf;4457 Giles Lot 2.pdf Jordan, The IP application must 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)." The attached documents supplied by your soil scientist have this necessary language. Please have the owner or a legal representative sign and date all three and return to me. That is all that is needed for me issue the permits. Thank you. Robbie Phelps, REHS Environmental Health Supervisor, OSWP Division 25 Government Drive, Newton, NC 28658 (828)320-3077 cell https://www.catawbacountvnc.gov/county-services/environmental-health/ ©catawbe,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. n Go 1 SOIL FORESTRY SERVICES OF THE CAROLINAS, PA www.soilandforestryservices.com Project#: 22-0097 February 10`h, 2023 Princeton Land Development, LLC Attn:Jeff Cernuto Email:Jeff@princetoncommunities.com RE: Soil&Site Evaluation for a 4 Bedroom Residence at Giles Avenue Lot 1,2.668 ac Parcel PIN#460602994279,Sherrills Ford, NC 28673. Mr. Cernuto: 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 wooded.Topography within the evaluated area was gentle to moderate slope near the house site and proposed drainfield area. Property lines and corners were marked at the time of the evaluation by Lake Norman Surveying and Mapping.The surveyor provided an Autocad File of a survey as a basemap.The proposed septic layout was located via GPS&tape measures and used to produce the attached Site Plan. Approximate house location staked by client. New house must be surveyed prior to CA permit issuance. Methodology We evaluated soil areas through the use of backhoe pits. Soil morphological conditions including color, texture,structure, etc.were reviewed in the field with five locations on the property flagged and located via tape measure.All of the pits are located in or adjacent to the proposed septic layout.Soil suitability was determined by referencing 1SA 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.The house envelope was located by the client. 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 and tape measures. Detailed system & repair information is summarized in the following paragraph for this Lot. Giles Avenue LOT 1 (See Attached Design) The septic layout for this lot (9'centers)yielded a total of 754 linear feet of line. The primary system is proposed as 402 linear feet of Accepted (25% Reduction) drainfield with gravity 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 346 linear feet of repair available. Session Law Requirements All information needed to issue the IP must be submitted with the application.The application shall include all information described in 1SA 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 .- Signature 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&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 the site may nullify this design for Giles Avenue, Sherrills Ford NC 28673. 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. Sincerely, p SOIL S t• C..7e i iii jilt O r231 mooi '� Gp. S. Ashley Rollans, LSS NO RTN Attachment: Septic Design SURL It FORESTRY SERVICES OF THE CAROLINAS, RA www.soilandforestryservices.corn Attached is a proposed design for an Accepted Septic System with gravity dist. for a 4 bedroom single family residence at Giles Ave,Lot 1 Proposed, PIN#(460602994279)Sherrills Ford 28673,Catawba County,NC. Contents: Pane Information for the Installer — 1 Design Information Design Specifications --- 2-3 Layout Specifications _ 4 Site Plan/System Plan 5 Calculations 6 Profile Descriptions 7-9 Septic Application - Client :...Antr0 I� Provided Improvements Permit Fonm 451:::"."7:4NA ` lC 10 J i . `� �� Construction Authorization Form ' ` 'ra 11 iipk)I, 04 • F 1231 O" Op NORTH GP January 30,2023 Project#:22-0097 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. - Septic tank riser shall be a minimum of 6" above finished grade. - System is specified as a gravity 25% reduction (Accepted) installation. - Repair is specified as a PPBPS 50% reduction installation w/ low pressure distribution. 2 GRAVITY ACCEPTED SYSTEM FOR WASTEWATER TREATMENT Owner/Applicant: Princeton Land Dev.LLC Address: P.O.Box 3608 Mooresville.NC 28117 Phone: 704.201.6823 County: Catawba Location: Giles Ave Sherrills Ford.NC 28673 Source of Wastewater Flow: 4 Bedroom Single Family Residence Estimated Gallons Per Day Flow: 480 System Flow: N/A Design Specifications Drainfield Size: 402 Loading Rate (gpolft.2): 0.3 Depth of Gravel in Trench: N/A Gravel Size: N/A Max.Trench Depth (LOW SIDE): 30 in. Repair Trench Bottom 30 in. Trench Width: 36 in. Septic Tank Size: 1000 Estimated Supply Line Length: 34 Supply Line Diameter: 4 in. SCH 40 PVC Supply Line Volume: 22.20 Dosing Volume: N/A Supply Manifold: N/A Supply Manifold Length: N/A Supply Manifold Volume: N/A Recommended Float Controls: N/A Recommended Control Panel: N/A Pressure Head: N/A Friction Head: N/A Elevation Head: N/A Total Dynamic Head: N/A Threaded Union: N/A Gate Valves: N/A Check Valves: N/A Anti-Siphon Hole: N/A Additional Comments: Soil suitability was performed by Soil & Forestry Services of the Carolinas, PA • Giles Ave ACCEPTED SYSTEM DESIGN FLOW(gpd): 480 SOIL APPLICATION RATE (gpd/ft.2): 0.3 TOTAL AREA TRENCH BOTTOM: 1206 TOTAL LATERAL LENGTH: 402 NUMBER OF FIELDS: 1 LATERAL LENGTH REQUIRED PER FIELD: 400 SUPPLY LINE LENGTH: 34 TOTAL DYNAMIC HEAD: N/A MANIFOLD SIZE: N/A DOSING VOLUME: N/A PUMP TANK DRAW DOWN*: N/A SEPTIC TANK SIZE: 1000 4 Layout Specifications- Giles Ave- Lot 1 Project#:22-0097 LAYOUT FOR 4 BEDROOM HOME January 30,2023 FLAG FLAGGED DESIGN LINE# COLOR BS HI FS ELEVATION LINE LENGTH LINE LENGTH TBM INSTR. I 1 ORANGE 79 78 2 RED 95 94 3 PINK 99 98 4 BLUE 93 90 S YELLOW 96 42 6 ORANGE 90 90 7 RED 109 109 8 PINK 93 93 Total 754 694 SOIL LINE LTAR SYSTEM LTAR TRENCH LENGTH GPD/FT2 TYPE GPD/FT2 SYSTEM DISTRIBUTION *System 402 0.300 ACCEPT. 0.300 25% RED GRAVITY Repair 346 0.300 MOD. 0.300 PPBPS LOW Plus Extra CONY. PRESSURE on line#5 Notes: **All measures in feet **Nitrification lines are demonstrated on contour via colored pin flags **Nitrification lines were located by tape measures&GPS. **Property lines,corners&house were located by a Professional Land Surveyor. • JQ N) .. c5),...i 01,, -D r' N Cn I r, ILO o•� 6'� Z � I AtD J r � � p p `Co 'y �� --Ioym � 0 to ��S� NAD�E3(201 t ID , N .__. "'� '1 /IS CPS OBSERVATION(RTK) - O coo t 09 f� \ C7 .4 •0 , O © db r4 ��, II a Iv 1 rip o �' . 0coriico db) el is r L 4 c0 6 .9 l"6� � 6L�� `�S rao c ...\-, __. rn Cr,\CI) 04 Oa !. aN i\O • zp m r Ce j / . F ' NP. W 'A I 21, �7 1 . I" its,. c A PC: J.L , / 7 `4i \ > O 1",, 0 C 0� f��-(nE i ,\ PARCEL ID 4606-0299-2649 LINE ONLY) m4' ` \ GARY C. CRAVEN \ (-i27 •, D.B. 1992 PG. 629 pl .2_ D.B. 2005 PG. 1006 11.' , s., LOT �I7—P.B. 43 PG. 9 v N • 0 SCALEci �. `p 11•�� "O., �P�,� i A s. • PARCEL ID 4606-0289-9538 `` oh : s , �,''/ f HEATER UTILITIES, INC, • 1, `�c� ao. az �; D.B. 2154 PG. 1385 o f ta ojeolLe *, Q .» +j 'c. ` 0 a.1ao s Tr& PARCEL ID 4606-0299-0453 Y� 4f' �, HEATER UTILITIES. INC aae p t o ,� �,� D.B. 2154 PG. 1385 °'z .* : Ja :NT k�l { (� �OQ'' CLEARED 5',, ` AREA Fa� `"cf., ,p /' O , r, WPM ALUMINUM °~..A �, CARPORTS BA _1a000IFG Q .0, LOT #2 /,cg PORTION OF PARCEL ID 4606-021 / �, �` e• TOTAL AREA = 7.574 CANVAS �' �,�Q (INCLUDING 0.121 ACRE IN ROAD R, It CARPORT I SPRING �0k ACRES IN TRANSMISSION LINE R/W, AN r IN BOTH ROAD R/W & TRANSMISSION 4r DRAIN AREA FREE OF R/WS = 1.447 oj��, i / A• 4 o 1-12 wa`D;` 3/4" CONDUIT .%L`.. I PIPE (F) c^ ,,. 4606-0288-9994 I . x`r.\ \, FAMILY TRUST + n o, 431 PG. 1530 1 4 ' 31 PG. 172 f 1 1 ,\ / AP/ / ( N k)/ O / 1 lv. a s N. v qs / 1 aI 1 .W 0Q�O • �P� / /.�� ,�� / IN o�$� 1 /a� 1�J './' �` 6 CALCULATIONS Location Giles Ave Sherrills Ford, NC 28673 Project Number 22-0097 Lot No: 1 No. of Bedrooms 4 Design Flow 480 gal/day LTAR 0.300 yah/ttzday PPBPS? (YES OR NO) NO Supply Line Length 34 ft. Supply Line Volume 22.202 gal. FRICTION FACTOR INTERPOLATER Required Feet of Line 400 ft. 2" SCH 40 PVC Amount of Line from Layout 402 ft. GPM f 20 0.84 Gallons per Minute N/A 98J/ -0.88 25 1.27 Required Septic Tank Capacity 1000 gal. -1.28 Septic Tank Size 1000 gal. 30 1.78 -1.76 Panel Volume N/A gal. 35 2.37 #of Panels N/A -2.25 Dosing Volume N/A gal. 40 3.03 43.07 3.48 45 3.77 48.14 4.28 50 4.58 57.11 5.89 60 6.42 Tank Draw Down N/A Pump Run Time Elevation Head N/A ft. Pressure Head N/A ft. Friction Factor N/A ft./100 ft. (From the interpolater.) Friction Head N/A ft. Total Dynamic Head (+15%) N/A ft. r • • Sheet_I of__3_ PROPERTY ID#:460602994279 SOIL/SITE EVALUATION COUNTY:Catawba_ for ON-SITE WASTEWATER SYSTEM (Complete all fields in full) OWNER: Princeton Land Development,LLC. APPLICATION DATE ADDRESS: P.O.Box 3608 Mooresville,NC 28117 DATE EVALUATED:9/21/22 PROPOSED FACILITY: 4 PROPOSED DESIGN FLOW(.1949): 480GPD PROPERTY SIZE: 0.2668&7.574 LOCATION OF SITE:GILES AVE Lots I &2 PROPERTY RECORDED: WATER SUPPLY: I Private U Public ❑Well 7 Spring E=Other EVALUATION METHOD: I Auier Boring I Pit ❑Cut TYPE OF WASTEWATER: I Sewage 5 Industrial Process ❑Mixed 1 P R SOIL MORPHOLOGY OTHER 0 (.1941) PROFILE FACTORS F I .1940 L LANDSCAPE HORIZON E POSITION/ DEPTH SLOPE% (IN.) .1942 PROFILE # .1941 .1941 SOIL .1943 .1956 .1944 CLASS STRUCTURE/ CONSISTENCE) WETNESS/ SOIL SAPRO RESTR &LTAR TEXTURE MINERALOGY COLOR DEPTH CLASS HORIZ P 1115% 0-6 BSLG Frsssp 64" PS 6-15 rbsdwfsbk Frss 0 3 I 15-30 brcwmsbk Frsssp 30-64 rbdwfabk Frsssp FEW SAP L/I6% 0-6 BSLGR Frsssp 66" PS 6-I5 Rbscl Wfsbk Frsaap 0.3 2 15-31 Rbc wmsbk Frsssp 31-66 Rbcl Wfsbk Frsssp FEW TO C SAP u16% 0-5 BSLGR Frsssp 65" PS 5-13 Rbscl Wfsbk Frsssp 0.3 OIL 0, — 13-29 Rbc wmsbk Frasap 1.--e.,, 5. ` , . 29-65 Rbd Wfsbk Frsssp FEW TO C ��A. R,� ,. -IA 65-70 Var SL Mass Frsssp -- *``,••0 'ti• ti,e Z(' U13% 0-4 BSLGR Frsssp 60" �'.r ` '' ° 'l r r/1' . / : 4-10 Rbcl Wfsbk Frsssp '' r•,r 46ap ) 1 rr••, �f z 10-24 Rbc Wmabk frsssp , !t .i //a I"- )231 n 24-60 Rbd Wfsbk frsssp FEW To c `P 0A. • SAP NORTH Ga' DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM OTHER FACTORS(.1946): Available Space(.1945) PS SITE CLASSIFICATION(.1948): PS PS System Type(s) Accepted PP B EVALUATED BY: Samuel A.Rollans >� OTHER(S)PRESENT: C. Wagner Site LTAR J`.3 6,2 'OMMENTS: ipdated February 2014 SOIL/SITE EVALUATION Sheet— ?_of 3_ (C'onfirruarion S/reel-Complete all field in fide PROPERTY ID#:460602994279 DATE OF EVALUATION:_9/21/22_ COUNTY:Catawba • • s — P • R SOIL MORPHOLOGY OTHER 0 (.1941) PROFILE FACTORS F 1 .1940 L LANDSCAPE HORIZO .1942 E POSITION/ N .1941 .1941 SOIL .1943 .1956 .1944 PROFILE STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPRO RESTR CLASS SLOPE% DEPTH TEXTURE MINERALOGY COLOR DEPTH CLASS HORIZ &LTAR N (IN.) LI!5%o 0-4 BSL Gr Frsssp 44.. PS 1' 4-10 Rbscl Wfsbk Frsssp 0.3 5 10-24 Rbc Wfsbk Frsssp 24-44 Rbcl Wfsbk Frsssp FEW TO C 44-69 Var SL mass frsssp SAP LOT 2 L.L26°% 04 BSL Gr Frsssp 52•• PS P 4-14 Rbscl Wfsbk Frsssp 0.3 1 14-25 Rbc wmsbk Frsssp 25-52 Rbcl Wfsbk frsssp FEW SAP/WH 52-61 Var SL Mass frsssp ROCK • L'I5% 0-4 BSL Gr Frsssp 60•• PS 4-IS Rbscl Wfsbk Frsssp 0.3 2 15-28 Rbc wmsbk Frsssp 28-60 Rbcl Wfsbk Frsssp FEW TO C SAP , • 1.,17°0 0-4 BSL Gr Frsssp 44 _ PS 4-10 Rbcl Wfsbk Frsssp 0.3 10-30 Brc wmsbk Frsssp 30-44 Rbcl Wfsbk frsssp FEW SAP 44-60 Var SL mass frsssp 'OMMENTS: Ipdaled February 2014 A STATE Cf NORTH CAROL6U ` V NOR IREDELL COUNTY -I.TM MT•v A PURVEY Or AM COSMO MOLL OP PARMA M UM)MO DOES NOT CRAZE A RN 41MST OR CRAMP Mr 0931190 STMLT, L .ORS A NORM ,AMP,uM pN pc rM Ae..w •,.4.....1.. a.el.M ro..w1A -2 MAT ME PORK.•M MI PallnO N a 1R•OO OINEA MOM..OR UMRAL vow . w.T.••,.(4 444.9A10.rm...•PAPAL.pow MC..00(41•Nk IMP P.M*.AM MOM 9101 AI A 1071AC0111O ON .N•M sr OA.hoLorla AA•r.0 PN...b.A1Ar Iwo Abel AS i MAT, MKr•A CORONA nwPEr. .00 CA 4 O,.1 Y.eW �( IO,ppp.:n.1 N4 Mar wA pyaM N Ar 61 1-30 whslL a. Mr T M A ywKY ITT g41ES A We9xLM Or ONO AATC Mr PA MCA MA {(/y,)4 a,Nr..m,✓yn.a.Iw.NAA.yIM.11.:.e....,A.4 1,.NPL.MP re NORM ,AM.bla so A COUNT,w AANn,TA MAT lus M•MMAAxt Mlr ROAIRP rAAO6s M PAra „PRELIMINARY PLAT" - :w11°.: m Iowa MAT a COUNTY -e.PAR PUT•2 A- v ANON.CAUT 0 01 M M R[[ ° 1 NOT FOR RECORDATION,CONVEYANCES OR SALES UR PU A C011A SAMPEIm sANON a OUT ssovrA ro P I DuwlN,nd Or I/{+L I,.NOMw.LAM trwp L-3,Y4 I hM..My-J OJJ"L.O4t5m I f,0 l NOT TO SCALE K PAW_ TAai t.' CURVE LENGM RADIUS DELTA CHORD DIR. CHORD CI 154.77' 251,40' 3516'2T 528'47'03-W 152 34' LINE BEARING DISTANCE I C2 229.41' 395,13' 3315'53' S29'47'20'19 226 2O Ll 550'31'29'8 41.00 !! C3 142.28' 181.40' 4456'30' 116255'56'W 136.66' L2 511'013'1719 76.86 ) C4 12758' 335.14' 21'48'42" 1118145'32"E 128.81' L3 N65'24'11•W 34.44 ! L4 S50'23'10'W 39A3 C5 96.01' 335.14' 16'45'24' 436'02'35'E 97.66' LS N40'O4'SYW 54.62 CO IILST 311.39' 20'31'43- N36'09'25% 110.97' L6 N40TI4'S7'W 3.36 C7 34 00' 311.39' 8.25'19' N22'4Q,34'E 34,88' •I.An(n , / CB 4 2A' 311.39' 819'25" N1516'32'E 45.20- L7 531'3tye'W W3.70; + x ` C9 189.31' 2.1,32' 44'S6'45' N623Y49'W 184 49' L9 NO0•43'10'E 10112 - S \ LIO NO2'27'IB'W 53.3d.F A /• asrMla°AM O MMIu mono p•rMAas L11 NO2R7Y6'W 44.38 LO-IK �, 2- ,\ /" .•ALL 4se 01142.95CO0 00. 6666 .YR.e„*MOW*1 CAOl 000 gN. 4,2 N24'47'18'W 12.4 /Mtn O wa-can-aK cMin • •WPM,01 Pusscr 10 ANT MO 4 MCAaru L13 OIEY C.CRAM /, CAPORMrt RP1111.0 N R ant»M RNr M ACCORD $11'21.04'W 33.34._ Ve.+Rz AO.Oil 6' \ 114 550R3•le•W 94.64 Ds.20n PM,Doe `\ '`\ / NMa• 01 it A PAN MP 0. 1. MO : LID N4627'le'E 62.10 LOB p-roe. a P°P .-\ LN'1 /: • T1 R PVC 9»P AS MOM Mt PIMA. L16 N65.24'11'W 29.94 . LeK pAVj• •PROPERTY LOCA14)W 94NR L5 FORD SINE MLA Awl Lt7 553'06'31YW 193.93 • •, I\ / .AAvPArl zwMD A-Jo L16 L •M PARGna Cr LAM AS 9,0'MI a MS MI AR S60T22'45'E 32.27 p. / .µ IN INC,MrY axu MU M r,•LAM L19 560'02'OS'E 27.66 ```�`�� ',Lam aso-(rc 'sO' � 1,xBlm uunA RAp eAw. L20 N5011'46'E 41.52 ..., ���` p• rrK OlA1 �. ? K,/p, •ADN+IW a Mc vMlms O+UM Al 9cM a OAP • i AMC.O MID-wp-3A1Y •NNT•LOCARO or A,Or-ttM ROO PUIN, 121 f.550'24'39'W 22.56 % i • ,-q1 RUM OM)91GYON and in 4031.COMM ins/2p4e) I • " \ (MIMEO 4e0I-0210-9Je�� ,n4 4r % ,•\ \7/ .N4.MANNE NAWEa91CNON I , aIRP '+I� 1 \a , ``Ea / ,i, e",SPY '-\ /- I \`aa HL7'iR0.444/0-02P-046111LW1'1®.DIC. ..y �..dy,j+�4��"e... -14. Sib "'., AFL,w2 PO:9' • /HIM . .` O.6 Net M.MP s1.0" �yd 4/ /"^/' `* \ Ds.to,on o74 /: • 7 .Mat O M04-pm-02e1 tit I HEATER 2mumss,ac. / �.-� //r /• /; ` poNrwN v r.Am c Aeoe-Oan-M» j h , ' p� TOTAL AREA•7.874 ACRES d°e/ / •I I �1.p AL,. O1N ACRE N WAD AA.i,ri5 / I' .. �.�,. j I /we,} CANwf may'(• S or» UK RA,AM O.MI ACMCARPORT ' . hhhYYY NBO:uK ROAD¢O RMM N MC RAO / / / y 1 4,y:A / r/ 1 4 4 A„%Ns'.8� PA TIC.12 1 1 R/••MOOT S„ , I.. 1 I %' e.wq O Mae-02e0-0». /' I ,\ . //" �----------/ 1 . I♦ENNNED NRAWLY w IWT ''11 1 I•PI[ �. P %" /. i /, .JMMI.TRH PR a_31.,T1 I ./ PO as / I _ Al' /Q �i' rt A.v s. /: 7 / fir/ `` if � // 1 I S A "1P di- POMPON 1 Of Cr PARCEL O MOri-OM4-4P '1"'F.8.14. ^ 7 42 /• ,�. TOTAL AREA-7.484 ACRES . /• PKLVDac AM2 t 100 M AW9.SSNN LYE RAP.MO ' ..�_ _` `\ / / NM A09 N ION ROAD Riff 4•lA•MO0ON LINE I/O) .. ___ g. >( I 4 /ARA„Q v APR•2.n1 KAP p -_, I ,�' r.aL°a f9.12 Y: LEGEND / /MU ARUM) `\• i `11 ./ /.. //�14 \ ,1, 94M asnRAAln.l LAVE-..- �` / /.• . / ` r (NASROR rA-...-..-..- `• 7 / / 1CLL 010 9AIM \ 'A 41"" ```� •HRIAAm •NAP xAa 19 _ 1 ..s.5.II`II • A 4s 000 1s) o ND1 (n as I / "/ Axe�axN./ 1• Ii4. Q I•I r.E(n o w NOMAPIAiP a\ I . / / • \, J4 , 0 E•L Pin(F/ 011PNtlE VaY y •/ ARP Os.00 A :. TN ARAL Kw POLL ID�PPrcs,M Da./ OMKL ``` m TO.104 I O % Y. % /f . 9 GLNIO4AE / / )1 . !ru • .\ ". J " °t.Ru ro.u , 07 R.00:s' 1 utet1 $ dwR/� .'.\ 't l °• s/F M APTAOYLL�DIICITi'A MOM SVNDFM'10M PUP IS) OUOtis"an' /, + ` /" \ Lw[ R'L vwE(7 e W WN Het M M.remA apw W Mn O[MtEs TOT TO VAX I CD a-OPn-2P°I 'r\ `......•na..w of O. M.Relll..:r prose.a /' t•nena»R ' - P ROG Y eD�nLv°°• �yA4;- �'tr0� '\, NA1DI Mt A,1` '` ` C...w,rr off.'.',.'enro°'U.wh p, ono. . 1 E 1MNR.»FT 1� ps.SW PO Jn 4 •I NO 13(W l \% S6 /, 1 I /•>•\ y6J 'd,O \ N rJ.106 1O V aNECttl1 OF pINwONG a DESG,EL t 1, "\ �� w Ike .= ri �• \/ Psi 12 O __ A_1R n) 51�,4WNMo.c>MN. /' I /' i 0s� a4uMw Q4rNCAR M mow. I "' `L a a ! w,� _ I. MA.MLtr U CAIANOA CeuntF • ,, w,p ; 1 9D�; w, -- RPM,W M tM,.M.pat re..W NM wN•T4N0 N aA.e hIl COMP MAT 1 M1(RP AR)MP OR P M M PRO PROF RSC R LD WPC. 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SHEET 1 OF „_ Irk ID, 46D8-0299-4279 h 4606-029009 PG �'S\ �j'� muter/ FOR SOURCE OF TILE REFER TO D.9K.2894 PG.1659 �)/\\\\V/(J/ 1 D.BK.3499 PG.286 A WANT NOLO PM°"°c•Nir NO°r.2 CO 14.10.1CO OAMY" ' N1NGR SUBDIK510N 00 PROPERTY CANED BY SURVEY AND MAP PREPARED BY: Fvesa•ALY AMe08•0 sum Alt 1NS Or,AND ACN0OMECDm INC 1AM POWELL F. SIGMON OEM.CI 114 MK..D.Yn�PIT.MAC=NY moo.0 DPA�;IC MK LAKE NORMAN SURVEYING & MAPPING PLLC FP-0190 PM. MOUNTAIN CREEK TOWNSHIP 137 Jennings Rood, Suite C Pr GO..ssa 0.... CATAN73A COUNTY,N.C. Statesville, North Carolina 28625 SCALE: I.,.IC•O' DATE OF SURVEY: APRIL 14,2022 ROOK: NA DATE OF NAPPING: APRIL 25.2022 (704) 876-4450 Fax (704) 876-4451 J ��A C CATAWBA COUNTY 100A SOUTHWEST BLVD ;' � NEWTON,NORTH CAROLINA 28658 RECEIPT �4 V\ PHONE:828.465.8399 ��►� Tuesday, March 28, 2023 j 8 4 sM www.catawbacountync.gov PAYOR: Princeton Land Development Princeton Land Development(Cernuto,Jeffery) PAYMENTS TRANSACTION NUMBER: TRC-60613883-28-03-2023 PAYMENT DATE: 03/28/2023 PAYMENT TYPE: Credit Card 302931483 INVOICE NUMBER ACCOUNT FEE NAME FEE AMOUNT 03-23-420403 110-580200-663000 Improvement Permit Fee $150.00 TOTAL PAYMENTS: $150.00 EHPR-03-2023-43775 CASE TYPE: Environmental Health Plan Review WORK CLASS: OSWP SITE ADDRESS: 4443 GILES AV,SHERRILLS FORD NC 28673 Applicant PRINCETON LAND DEVELOPMENT,PO BOX 3608,MOORESVILLE NC 28117 C:7042016823 JORDAN@PRINCETONCOMMUNITIES.COM Paid By PRINCETON LAND DEVELOPMENT, 158 W MARANTA RD,MOORESVILLE NC 28117 B:7042016823 **NO PEOPLESOFTACCOUNTASSIGNED** receipt 03/28/2023 09:48 Page 1 of 1