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HomeMy WebLinkAboutEHPR-03-2023-43776.tif $A G THIS IS NOT A PERMIT Case# EHPR-03-2023-43776 - fi111L a CATAWBA COUNTY HEALTH DEPARTMENT PLAN REVIEW APPLICATION FOR ENVIRONMENTAL SERVICES �842 SM Environmental Health Plan Review-OSWP IMPROVEMENT Applicant PRINCETON LAND DEVELOPMENT (JORDAN WILLIAMS),PO BOX 3608,MOORESVILLE NC 28117 C:7042016823 JORDAN WRINCETONCOMMUNITIES.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: 4457 GILES AV,SHERRILLS FORD NC 28673 PIN# 460602994279 NAME of SUBDIVISION: Lot# 2 Section/Block PROPERTY SIZE: Square Feet 329,923.44 Acres 7.574 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:: 60 x 60 #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: elappli cat ion 03/28/2023 09:47 Page 1 of3 ��� �, CATAWBA COUNTY Case# EHPR-03-2023-43776 C .t.IR Public Health Department Subdivision Environmental Health Division PIN# 460602994279 PO Box 389,100-A Southwest Blvd,Newton,NC 28658 8 L w NAME ON PERMIT: PRINCETON LAND DEVELOPMENT (JORDAN WILLIAMS),PO BOX 3608,MOORESVILLE NC 28117 Princeton Land Development (, Site Address: 4457 GILES AV,SHERRILLS FORD NC 28673 Property Size: Square Feet 329,923.44 Acres 7.574 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 AREAS 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) ,happier ati n 03/28/2023 09:47 Page 2 of 3 Catawba county RECEIVED y3 77�P MAR 2 . '23 Application for Environmental Health Services THIS IS NOT A PERMIT Application is for: ® New Construction 0 Existing Facil Mvlronmental Health 0 Improvement Permit 0 Authorization to Construct [ New Septic ❑Septic Repair/Malfunction El Septic Relocation ❑Septic Expansion ❑ Existing System Inspection or Reconnection ❑New Well ❑ Replacement Well ❑ Well Abandonment El Well Repair Property Address C) : )a s A v.Q Lu i- 2 'f L.C '• U 2 9`i�l 2 Acres Subdivision gits7 & test/lye) . Lot#Driving Directions to Property Describe work S"e'.%J-i( 'j Applicant Name ,,��, Z c ,. / 0{.,,-.-r v ,�-.,.�-4- LL L. Applicant Address P. u i3;;u jib e,5( 1/0, M- L -1 s ?- Phone '�t,H • ?:�i— G: g z 3 I Email Owner Name Owner Address Phone Email Contractor Name Contractor Address Phone Email Name to Appear on Permit? ❑Owner 51 Applicant 0 Contractor Who will be the Primary Contact? ❑Owner [ Applicant 0 Contractor Proposed New Construction -Residential Primary Residence I:2 New Residence ❑ Addition to Residence #of New Bedrooms*t // #of Occupants Project Description ?j ; Structure Dimensions,also specify dimensions of decks&porches (Choose One) ❑Basement [t'Crawl Space ❑ Slab If Basement,Will There Be Water Using Fixtures In Basement ❑Yes 0 No Retaining Wall>2' 0 Yes [31 No Accessory Dwelling #of New Bedrooms*t #of Occupants Structure Dimensions (Choose One) 0 Basement ❑Crawl Space ❑ Slab If Basement,Will There Be Water Using Fixtures In Basement 0 Yes ❑ No Retaining Wall>2' ❑ Yes ❑ No Accessory Structure(s)Describe Structure(s)Dimensions Plumbing ❑Yes ❑No Describe Plumbing Needed (Choose One) 0 Basement ❑Crawl Space ❑ Slab If Basement,Will There Be Water Using Fixtures In Basement ❑Yes 0 No Retaining Wall>2' 0 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 0 Yes 0 No Retaining Wall>2' 0 Yes 0 No Well Constraction/Abaadonmeat/Repair Proposed Well Type X] Individual Well ❑ Semi-Public Well ❑Community Well Abandonment Type 0 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:(8281465-8270 I Fax:(8281465-8276 I FHArlmirm CatawhaCrnmntvNr onv I 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 Connections ❑ Conununit y Well ❑ County/City/Township Water Line Is a public water supply available? ** ❑ Yes ❑ No w • • L , I S 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 ❑ 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. If the answer to any question is"yes", applicant must attach supporting documentation. ❑ Yes No Does the site contain any jurisdictional wetlands? ❑ Yes No Does the site contain any existing wastewater systems? 0 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 Indicate Desired System Type(s): (systems can be ranked in order of your preference) 0 Accepted 0 Alternative 0 Conventional 0 Innovative 0 Other ❑ 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 pennit issuance. This may prevent the need for septic system expansion in the future. 1- 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,angering,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. Signature of Owner or Legal Agent f% Date L— 2' 7 Printed Name of Owner or Legal Agent County: Ci.. !IMPROVEMENT P€RMiT FOR G.S.130A-335(a2)/SL2022-11 PIN/Lot Identifier: �i)(' ✓ Z Ci 1 17 Issued To: n Property Location: C• r (' ;,—4 L 4^ ill! `. Subdivision: — i- •u��l ��, • LSS Report Provided: Yes`p No 0 M Block: Section:If yes,name and license number of L55: c l WIGF i. 1- (,ti II.c• New p Repair 0 �� It �,�� W Expanslo ❑ System Relocation 0 Proposed Structure: ‘-/ I < Proposed Wastewater System Type: Co (Initial) /Fill System:❑Yes / �N° If yes,specify:0 New ❑Existing � `���� � (Repair) (when adding more than 6 inches of fill to system area please provide a fill plan) Proposed Design Daily Flow, __ a GPD } ` Proposed LiAR(Initial): '1• Z- 2r Design Wastewater Strength: domestic J Proposed LTAR(Repair): �/ Number of bedrooms:�_ ❑high strength ❑industrial process Number of Occupants: `) Other: Pump Required: ❑Yes 0 No 0 May be required based upon final location and elevations of facilities Artificial Drainage Required: 0 Yes \0 No If yes,please specify details: Type of Water Supply Private welt 0 Public well 0 Municipal Supply Drainfield location meets requirements of Rule.1945: Yes(] No El Spring ❑Other: Drainfield location meets requirements of Rule.1950: Yes 0 No 0 Permit valid for:L� Five years[site plan submitted pursuant to GS 130A-334 13a Permit conditions: ( )] 0 No exp(ratian[plat submitted pursuant to GS 130A-334(7a)] Licensed Soil Scientist Print Name: 2a r'vl Le Licensed Soil Scientist Signatur ':•.;.-', Date The LSS evaluation is being submitted pursuant to and meets the requirements of G.5.e. 13 l 0A-335(a2. *See attached site sketch,' 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 Loti.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/ ecalawk 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. RECEIVED SOIL & FORESTRY SERVICES OF THE CAROLINAS, PA Environmental Health www.soilandforestryservices.corn Project#: 22-0097 February 10th, 2023 Princeton Land Development, LLC Attn:Jeff Cernuto Email:jeff@princetoncommunities.corn RE: Soil &Site Evaluation for a 4 Bedroom Residence at Giles Avenue Lot 2,7.574 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 soil borings and backhoe pits.Soil morphological conditions including color,texture, structure, etc.were reviewed in the field with seven locations on the property flagged and located via tape measure.Three of the pits and two auger borings are located in or adjacent to the proposed system and repair. 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/pit.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 2 (See Attached Design) The septic layout for this lot (9' centers)yielded a total of 581 linear feet of line.The primary system is proposed as 448 linear feet of Accepted (25% Reduction) drainfield with gravity distribution.Trench depth specified at 20 inches(Low Side).The repair system is proposed as 10,000 square feet of Drip Irrigation drainfield with pressure distribution. Trench depth is specified at 6 inches. 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(a2)and(a3)." Owner Date Print Name `I 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-33502)."Any site modifications that impact the proposed septic areas on the site may nullify this design for Giles Avenue Lot 2,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, 5 0 IL 1'. A. R 0 F 2. 4 -) r ,. / ;. /. 0 231 ¢Ov S. Ashley Rollans, LSS NO RTN GP Attachment: Septic Design 145" SOIL & FORESTRY SERVICES OF THE CAROLINAS. PA www.soilandforestryservices.com Attached is a proposed design for an Accepted Septic System with gravity dist. for a 4 bedroom single family residence at Giles Ave, Lot 2 Proposed, PIN#(460602994279)Sherrills Ford 28673,Catawba County,NC. Contents: Pace 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 ril.Ph's- T O I L Sc ' Provided Improvements Permit Form _ 44_ 10 Construction Authorization Form------ -_ �' .�4 , `9 v 11 J� j r 1 Al t ci; (I 1 1:1 •-dir , 4 - It-:: . - of.A. :, .0,.,. v.."'. .Z' /i Q ! 123"k O - Op P NORTI4 G 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 Drip Irrigation w/pressure distribution. - Plus extra of 131 ft of repair line. 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 (gpd/ft.2): 0.275 Depth of Gravel in Trench: N/A Gravel Size: N/A Max.Trench Depth (LOW SIDE): 20 in. Repair Trench Bottom 6 in. Trench Width: 36 in. Septic Tank Size: 1000 Estimated Supply Line Length: 35 Supply Line Diameter: 4 in. SCH 40 PVC Supply Line Volume: 22.86 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 3 Giles Ave ACCEPTED SYSTEM DESIGN FLOW (gpd): 480 SOIL APPLICATION RATE(gpd/ft.2): 0.275 TOTAL AREA TRENCH BOTTOM: 1344 TOTAL LATERAL LENGTH: 448 NUMBER OF FIELDS: 1 LATERAL LENGTH REQUIRED PER FIELD: 436.3636364 SUPPLY LINE LENGTH: 35 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 2 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 BLUE 24 24 2 PINK 3 RED 32 32 36 36 4 ORANGE 39 39 5 PINK 5 RED 46 46 66 66 6 ORANGE 70 70 7 YELLOW 124 122 8 BLUE 102 102 9 PINK 42 42 10 DRIP —10,000 SFT —10,000 SFT Total 581 579 SOIL LINE LTAR SYSTEM LTAR TRENCH LENGTH GPD/FT2 TYPE GPD/FT2 SYSTEM DISTRIBUTION *System 448 0.275 ACCEPT. 0.27S 25% RED GRAVITY Repair —10,000 SFT 0.100 INNOV. 0.100 DRIP LOW Plus Extra On Lines IRRIG. PRESSURE #1,2,3A&4A 131 275 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 and corners were located by a Professional Land Surveyor. J J / �. _ .gg,, L/�� Ity9rC' Ui I 4�'y�', QJ / s t?;\ / ay,y,,, , <41 <', / 0,, \ ems 1►-, 3 ® 5-6 d g L. \\6 FPS 7� ♦ 6 9 i • \A ♦♦ o �- © 0 0 1 a-- pA A6 • Q �' r J § am \ J 1"1 f , Ell VI, Oel a 4 l$6l 66 60Z 6 t9 1,r61 L 0 Q -" `8L> 6 G co \ L J ©. P, X-r 0 a > Fti n >N 4) o Cn z _— -D A ON --+ z r '- o �9 0 Ol. o � r-, OL o � > o i n Z I- Z s s' o� > Z ' , o m N © -yz 7n � 0o 2 m J N ni "Ag W o D � > c LA7o z 0m —� \ .Li, �- NC GRID ' O� -I m i 1 NAD 83(2011) l Z 5 GPS OBSERVATION(RT<) O� �.. �� m Z o, U) lia j oo `n 0 II yc� ) 0 j I r o D Q m W w OKI Z /� Iv0 D N . C N C W m 0 1'1 I N ,-- 1 iv pi -P ' Z fV 1 �J m . / (� r1 o - f- n J Z m .,w pi W O"J / _ / / .4t. L78-OE 1 '. / PARCEL ID 4608-0299-2849 LINE ONLY) I GARY C. CRAVEN /''' D.B. 1992 PG. 629 (r�..2 \ D.B. 2005 PG. 1006 :.1"`r W *J ', /' LOT/7-P.B. 43 PG. 9 MI \ L21-(TIE / .�•1 'G. �,(1 (I� moo'. LINE ONLY) F l� ..20-OE M �Bp.R C44.5,��� LINE ONLY) \ /�� 8 la PARCEL L ID 4806-0269-9336 :•F �, in`P `, At WILLIAM I ER UTILITIES. INC. w • t �. �. _� �7?) wife, JOAD B. 2154 PG. 1385 �, Zk �aa� G ,\ D.B. `1b•y. a B j .,w � 1 , +�°j © = N.4. ,;forI41. �,�,�. .,� 419. �y �+ SCALE • 1 it -CLEARED /AREAe. its /....), al II �ti BA ��. LOT #2 0� '.�� Yj PORTION OF PARCEL ID 4606-0299-4279 j / e. TOTAL, AREA - 7.574 ACRES /i4b /''. ',1'e (INCLUDING 0.121 ACRE IN ROAD R/W, 5.755 / SPRING •�� ACRES IN TRANSMISSION LINE R/W, AND 0.231 ACRE / DRAIN IN BOTH ROAD R/W& TRANSMISSION UNE R/W) / /'• AREA FREE OF R/WS - 1.447 ACRES 41 / `"a Q6G 12 `a,J` / �� $ 3/4' CONDUIT �,'o. A.O ' , � PIPE (F) `" / r /'C-0 , I 1„-. J 0 f \ /� / 11ti ►I° )1"# ' n ai t7 '6'. / e' /U —rc+ �� / l � �,08�° er•1 / / 411‘ / / 1 s~ / / • 0. 4, '/r... 9.c1') 0 V )° x 7o•Ampltito / .or / A 4...,. .../ TOTAL ALIA r 7.41111 AMA :1;4491F., / /`��°� °/ / / dr �{� •• /., v. 5°'� � / ,. EU. AN N WATERs �,�M ��D.B. 3743 PG 1103 1 6•�w ts��5� /q /y / • D.B. 1360 PG- 540-� �p ��j p� \ T�6 L-/ ('PROPANE TANK ./ 6 /O// PBL?5 PG. • 6 CALCULATIONS Location Giles Ave Sherrills Ford, NC 28673 Project Number 22-0097 Lot No: 2 No. of Bedrooms 4 Design Flow 480 gal/day LTAR 0.275 gal/ft2day PPBPS? (YES OR NO) NO Supply Line Length 35 ft. Supply Line Volume 22.855 gal. FRICTION FACTOR INTERPOLATER Required Feet of Line 436.3636 ft. 2" SCH 40 PVC Amount of Line from Layout 448 ft. GPM f 20 0.84 Gallons per Minute N/A gal/min -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 interpotater) Friction Head N/A ft. Total Dynamic Head (+15%) N/A ft. Sheet I _of_3 PROPERTY ID#:460602994279 COUNTY:Catawba SOIL/SITE EVALUATION 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 El Public ._1 Well 2 Spring L'Other EVALUATION METHOD: 'Auger Boring ,Pit Cut TYPE OF WASTEWATER: I Sewage 2 Industrial Process r_. Mixed • • s • P R SOIL MORPHOLOGY OTHER 0 (.1941 j F PROFILE FACTORS I .1940 1. LANDSCAPE HORIZON E POSITION! DEPTH SLOPE% (IN.) .1942 PROFILE p .1941 .1941 SOIL .1943 .1956 .1944 CLASS STRUCTURE CONSISTENCE/ WETNESS/ SOIL SAPRO RESTR &LTAR TEXTURE MINERALOGY COLOR DEPTH CLASS HORIZ LI15% 0-6 BSLG Frsssp 64- PS P 6-15 rbsclwfsbk Frss 03 1 15-30 brcwmsbk Frsssp 30-64 rbclwfsbk Frsssp FEW SAP L16% 0-6 BSLGR Frsssp 66- PS 6-I5 Rbscl Wfsbk Frsssp 0 i 15-31 Rbc wmsbk Frsssp 31-66 Rbcl Wfsbk Frsssp FEW TO C SAP L'I6% 0-5 BSLGR Frsssp 65•• PS 5-13 Rbscl Wfsbk Frsssp 0.3 ' 13-29 Rbc wmsbk Frsssp o sdILs 29-65 Rbcl Wfsbk Frsssp _ FEW TO C C*,' ` £ R Cr� s 65-70 Var SL Mass Frsssp �SAP � �� O�l r `.. 1113% 0-4 BSLGR Frsssp . t 4-10 Rbcl Wfsbk Frsssp 43 p 0 4 -D 010-24 Rbc Wmsbk frsssp - .. 1� q 24-60 Rbcl Wfsbk frsssp FEW TO C '- /;31 OW SAP 9- Op AvktIA �P DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM OTHER FACTORS(.1946): Available Space(.1945) PS Lot 2 PS Lot 2 SITE CLASSIFICATION(.1948): PS System'l'ype(s) Accepted Innov—Drip EVALUATED BY: Samuel A.Rollans OTHER(S)PRESENT: C. Wagner Site LIAR 0.275 0.I OMMENTS: pdated February 2014 I SOIL/SITE EVALUATION (Continuation Sheet-Complete all field MAW Sheet___2_of j PROPERTY ID#:460602994279 DATE OF EVALUATION:_9/21/22 COUNTY:Catawba_ • • • r ' R SOIL MORPHOLOGY OTHER 0 (.1941) PROFILE FACTORS 1 .1940 L LANDSCAPE HORIZO 1941 .1942 E • POSITION/ N 19t1 SOIL 1943 .1956 .1944 PROFILE SLOPE% DEPTH STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPRO RESTR CLASS TEXTURE MINERALOGY COLOR DEPTH CLASS HORIZ &LTAR (IN.) I!15% 0 I BSL Gr Frsssp ' 44�' PS PS I' 4-10 Rbscl Wfsbk 5 Frsssp 0.3 10-24 Rbc Wfsbk Frsssp 24-44 Rbcl Wfsbk Frsssp FEW TO C 44-69 Var SL mass frsssp SAP • LOT 2 V26% 04 BSL Gr • Frsssp • 5," PS PS 1' 4-14 Rbsd Wfsbk Frsssp 0.3 14-25 Rbc wmsbk Frsssp 25-52 Rbcl Wfsbk frsssp FEW SAP'WII 52-61 Var SL Mass frsssp ROCK U15% 0-4 BSL Gr Frsssp GO" PS 4-15 Rbscl Wfsbk Frsssp 0.3 -, 15-28 Rbc wmsbk Frsssp 28-60 Rbcl Wfsbk Frsssp FEW TO C SAP L/17% oa BSL Gr Frsssp 44 PS PS 4-10 Rbd Wfsbk Frsssp 0.3 3 10-30 Brc wmsbk Frsssp 30-44 Rbcl Wfsbk frsssp FEW SAP 44-60 Var SL mass frsssp :OMMENTS: pdated February 2014 SOIL/SITE EVALUATION (Continuation Sheet-Complete all field in Alb Sheet 3 of 3 PROPERTY ID#:460602994279 DATE OF EVALUATION:_9/21/22_ COUNTY:Catawba ♦ ♦ • • R SOIL MORPHOLOGY OTHER 0 (.1941) PROFILE FACTORS 1 .1940 L LANDSCAPE, HORIZO 1941 .1942 E POSITION/ N .1941 SOIL .1943 .1956 .1944 PROFILE SLOPE DEPTH STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPRO RESTR CLASS a (IN.) TE\TURF MINERALOGY COLOR DEPTH CLASS IfORI7. &LTAR L19% 0-4 BSL Gr Frsssp 5 .. �' PS 4 4-15 Rbscl Wfsbk Frsssp 0.3 15-26 Rbc wmsbk Frsssp 26-56 Rbcl wmsbk Frsssp FEW SAP r I.710% 0.5 BSL Gr • Frsssp •54" PS 5-10 Rbscl Wfsbk Frsssp 0.3 5 10.26 Brc wmsbk Frsssp 26-54 wmsbk frsssp FEW SAP L5% 0_5 BSLG • FRSSSP •50" _ PS 5-50 BRCWMSBK FRSSSP 0.3 BA 20% 0.5 BSLG FRSSSP • V 5U" • PS BB 5-28 RBCLWFSBK FRSSSP 0.1 DRIP FEW SAP 28-50 VARSLMASS FRSSSP 'OMMENTS: pdated February 2014 STATE OF NOR1H CAROLINA NOTE 1 V IREDELL COUNTY -I.tin Mf IS Of A NA CE P AM MONO MAMA A Pt PARCELS Or lain MO 00E6 NOT LAISi R. PEAS AMEN S1M,Pt MANL MN ENSNID MEET; • ' ..(aRY.drlm(M.MV•Ay•44I.•-•6*w O°n wag.PLY r 444444 l Man on rb/wn y m0M MAT ME]L*ISr 4 P 04(s61Me MAD at OMEA Sfn1CMrt.P M.O. • •4s.-.,I..Y.P.2891..Ott.)(SUMP).11Rt uR Ne4O•AP.d 1,G144*5 9AM AS A tfAIERMS11E:DR n(5044 es Moho tit.t.w 4.•w San n0Mls fond x Ina AS ,moo AMIN WO Os n14 0 MAr M 9AK,'O A"WOOL 00111 i of al*MW R i.Boma)Intl NY pn w asps.n at*.Nq 4E AO-30 w..aOM. I.1MS MI R Cr A NANCE M.f MEANS A pT OOM Cr UM RrtM M MEA oar."e�WINO AA.NaN..rya.tls rvnM M W tnN 10L AAY d IIONM ..aA.SMA P A COWN CA*NOTE NAT NAN AM O PAAMCE MAt REGULATES PAWLS P LA. "PRELIMINARY PLAT" -_4 NIA �`�^Cr Luc. A"GQ a N: AR PARCELS 0.MS PLAr N Cr A..Kr Or MCA.%WM.,NAN AS ME ACCMIIADd P(3STIRO NOT FOR RECORDATION,CONVEYANCES,OR SALES PARCLS,A 001.1-GwGTE0 SUNK,'a 01•211 MOIRA m TOE WPC.Cr 9,N0N.220. co._ lId4.AIT a a La.Sp N,� a-1M1 t LAM Saw, w702 1 LO A 1QN NOT TO SCALE OAK EARS I CURIE LENGTH RADIUS DELTA CHORD DO. CHORD 11Ad TARE *NE BEARING DISTANCE I Cl 154.7e200.41 25f.ID' 35T8'53 528'4Y97'w 132.34' LI 550'71'29'W 4100 I CO 229.41 395.13' 33's5'53. S29'4720'8 228.20' L2 snTID'SO'w 78.m CO 142.26' 181.40' 44.58.}0' N8235'm'w 138.68' L.3 N83'24'I1'w 34.44 J - CI 96 TI' 335.4' 21•48'42' N18'45'32 126.81' L4 550'2}•18'W 59.93 ( C5 9801' 33514' 16Y5'24' N36'02'35E 97,58' LS N40V4'S7'W 54.82 I Cl 111.SY 311.26' 2O'JI'4J- NJ6T1935'E 110.9Y l8 N40'W'STw 5.38 I CO 34.90' 31139' 8'2519' N22.40'S4'E 34.m' .61 L NrC m Cl 45 24',311,39' e'50 45 N15'18'32-E 45.20' L7 S51'3F08"W 193.70' WOW L8 S51'3i 08'W 9.88 i Ne 1. / C9 189.71' 241.71' H36'45' N82SS'49'w 181.49' L9 N0O'a7'ID'E 103.19' ```�`. , ) /', WILL L10 N0237'18'w 55.3Z I\ •Ail. OnR:RwY uolEp l4 GIP/D GSr4NSE LII No2'27 I B•w 44, ' b •� / ..REA Or 000RE1 4S COwTARd. L12 N24'47'IB'w 12.04 PA WOW RCEL u.eaR-DAVER v °Nan ./ 0.0°(14'ra IenDiticvu i°Rli 44 4 v't°501,54 L13 St131'04•w 53.94._ curt C1 CRAM/ 4Y,- \ •O.e.INNx M.ex4 •awm o awn a nlr9e4L MOAN NO(mnee LI4 55033'16'w 94.54 LOOT 0 P.e 2005':3 PO.S 07 \ \ / •SUP a,"CORNEA PEN a MUM MOO m NOWT.O ARE MGwn 115 N4675'15'6 82.10 L18 N85'Z4'I1'W 29.94 \ ME CAI h•1-02 / •PRr/gry LOOMED n 9GRE4s FOOD WALL AREA PLAN. L/7 55306'30'w 193.83 �' \ ''-.,i,, / • . RC MC PAN ZOONED15 Or we As 9wwN a 1ST RC ARE L18 580V2'0}'E 52.27 • 1 '-� r 4eATEo N IT so-n CRITICAL MR.P M A.( 119 SLt9'02'QS'E 27.m n\ t'� ENE oiLn t,\'(L�4 •wnni OF RC PARCELS NA.AS IMORM a Nn L20 N50'11'48'E 41.32 046 Cr 4 r 12; PARCEL a tale-OlP-3a( at•aT o LOWED Kwf no/1/450 L21 1-,S+SO'24'39'w 22.m �� \° 1(¢IIAI DAvm slav0x end AP*SOOTS 37104pUVe MAIO ary/2v07)A 1 \ ‘I own O 4NON-00 0-9SO4` ` .� .i /-' \ �A J •114.JOANNE NAR18 BIGROx SnOt41a00.luTEa J/1 e!]001) 1 a a MUTER mums.iNC. 4,� OS]A16 b.1a.0 I •�` a Da as.PC 13tl op"A4`'e�"14 ifl ,1•' /' \ °jgry.\ / I ♦ �t 1 �.6',pe} 'Dr4\ 1 I •Taal , �yA 44 �Y / \ '\ /� / 1 *T 1 IAr// 4 e / `\ \ • 1 nM-o.al `\>'� d aA 4 - Ala7L C.910NaN MIRO I III REAM U7017188.INC. p'!,5' M 4{'J'° dF/ \. A PM PO.01 / I I,1 OR.21x PO.Iw 19S` d % / `# oe.iai vn.eM /'' 1 I. e 1 PAW4.4 t(0{-09-Ltn I Hum mama INC. '•4 / 1 / 24 / I CA.004 PS 1>b i_ 144 / f I 4111 1 7'07'AL AREroallOS Cr A-0 7.874 ACRES j /./ !, / / ., 1 r (wQUO50 0.1a Aar.ROAD AIM.5055 / • '4 4;1 ;..{ dtrva ,9:Sr KRIS•MANWSna P(Vs Ain 0.2SI ACM /' I8 "I t�' GR/O 'J•, w S BROW R/O!iRANSA59M UK R/'M) /' / -Y' j ¢a A/M I..tl AMA / . I • 1 // a /• • • �/°,.P vs.1N IPA 12 I • �,.°°' I /' PPEm • / ' AKO.a uo.-m.e.0004 /' I t .// (------ 1 (V lttl81mt;1ya 1530 .../ a �, / 441 /.y5'a 11. OrtRRr�O¢nR] • / "Ti ..../ / •/ /r' / �'{`r is oaL!R1 12 III / ; r A /.! a.Nt Cle A----' • / i / �./' 6 -- -` - / ./LOT IIp Y`I I /A • / CO at P5 4 Aa04-0]9o-rn7 4 Ps s R t3 /' TOTAL AREA- 7.484 ACRES % amoGlw N.12 ADES Al 1Ra4.PSAG1 P.n/A Aso ill • / 0.P1 AGw w Wm R0A0 Sir A MANSIASNON tort R/o) .. _--- p]� j(` I e /AREA MEL Cr NM-2.0P A4Ef rA - e /' 'S 1 ,j' / r.e.ul4 to YyI 1a / N S. / LEGEND / ti `� PAs.IRKRD I•II / X / /.•• _//414 • 1Awf OW SURKf(O- .1. / // +-. / •,# t I ,�'.! % /j► .e°� r.e.Lle�.l: iDKwuOnY.,roN \I // / / /R /,r dp!' • ( /' / ru.ASO NAR. 1 ^ 4V4 ` nu.n-"'- - •„,, i9'6/O its. 41;10Ear • ''� `AO a M'CIAO(4 M11GETE ®04 4e4ll NI O Mo ua1420 l0MM `•S / /' // •-aa/itw 0 1'NL An(F) 1AAEtf O114MR 4 I / / / / \'a O 4• PNN m "� ♦I S/tWR Oa era 4 x�` ps a a.A./ aASL 'Ot M4a bRBt MC ]ae vG ```„� CD 16 eGl / AAEa is / SlwnxO. p ` ( PAPan WC / / 3 `, 4. i1/4•pS•L-fl•\�\ ^44 A.*ELL Oar „ FAT;A.12 m (44° SOu.• AWWLLmmua MA.7xcNS.GYNOM%AT Cs) 04wrzs'xr // r / ''S a� 1 uns 21501 , �' . -1/Y L SUE(T) ...111 A"'e.% ;A...;w rs aMarts vor Ta NCNr v0944 4 Aan-O]a-]1w ' all M•�lawn n 1P ter // I ROGER ROVER s/%' t. \ .uP uw A. \` .ar w+AtT.n•n Of-Tr nAu°:At a"°a°�::d..N°°°'d R NaaS.N rt I E O 0312011 n j OJ az2 b.1C f /' /' \ 'p r.1.le F¢12 - wwcru Cr PLA4«RN a PLUM/ / 1 / i ' ••2.,"y�y� �� 1>"a c'T..w glrrvrTE Cr o.Iwew I % 1I , �'�`- ,,/ j 1 . R.N OmA�d CAMP. TsAf A 11( 11 MATT SNAP 1 NA(IC awl n.01t1c1 P D.PNGo1n REGREEO KACOA. 1 '^e'\ is a Ca 1] i V } p1 `^ R: „ my a wl tom.aN wulN.w�..m,.A 1 N aou .nw N(AI.1•ro4 REauAnax Aa(Gena P \ \, r. a rAa1s r.1x t.�fw•fnnio A.f.m.fp. 0[ex.....m44n,MAT IOW)Mum,'ma,AODrr 5 PLAN a 9.a4N9a NO GCATE b MIA 0e(Au AREAS Saw a Sin PLAT a anw(rs ALUM MANS. •\, GRAPHIC SCALE ovl. N.w.01rL, 041014 Pen ITAa,MD usG.Nn,DOM MCC.44 074ur r4CAlm As P.,'Al2. ARO MOT 111E1 u swim ALL 9Aa A4(AN an M(OMR Cr O.KAnM 14 \.. 1 4e�w0 r Ra A 7*0410 1 NWC AIN(wrr.N.PRar(A00 INC.a MS PLAr \ As O10KAtm 41 A Puss ONE SIAM K COMO TO a 0EON41m TOR ANY 00101 _ lii SALK VT MOTTO 4Y NM Mud Ina DINER YU Is APPROVED ME 0ATANA COW*w nw hale xTERor. N FILE N0: 5216802 NUS (IN FEET) h N. 5210802 c 1 la.so.1.FrIJRIEYED Br J.12 NDB6s onion 1) 1 inch- 100 ft. DRAWN NY: N.D.WHOLE* eaTE MSc _.... - ._ CHECKED(1,, J.R.H0885, SHEET I OF 1 xaR+N 4AGwA TAX 10: 4806-0299-4279 R 4808-029809 PG ��'\ lj� CgMIM FOR SOURCE OF TITLE REFER W D.BK.2894 PG.I859 ,ffJl`/�\\\V/J// D.BK.2894 PG.2m A NDtMY wax r011 304 C011Rry A4 srAlE DO romY OWNS DN.i NINON SUBDIVISION OF PROPERTY CANED BY SURVEY AND MAP PREPARED 8Y' MSC..AAEAEO BOOK IS MS DAY N10 11001LmEm nw ox POWELL F. SIGMON LAKE NORMAN SURVEYING REAL.nib Or SIC FGR0OM0 11 Y1 T.01KM sr IWO N4 0imi MOUNTAIN CREEK TOWNSHIP & MAPPING PLLC 4P-e190 NOWT ROM 137 Jennings Rood, Suite C CATAWBA COUNTY,N.C. AY cG44a9G(NNEa R: Statesville. North Carolina 28625 SCALE T'a lo°' DATE of SPRING: APRIL/5.2022 (704) 876-4450 Fax 8001(: NA GATE OF MAPPING: APRIL 23,2022 (704) 876-4451 4'A COS CATAWBA COUNTY „r 7 100A SOUTHWEST BLVD NEWTON,NORTH CAROLINA 28658 RECEIPT U1 i4P. PHONE:828.465.8399 4► / Tuesday, March 28, 2023 I g 4 2 sM www.catawbacountync.gov PAYOR: Princeton Land Development Princeton Land Development(Cernuto,Jeffery) PAYMENTS TRANSACTION NUMBER: TRC-60613882-28-03-2023 PAYMENT DATE: 03/28/2023 PAYMENT TYPE: Credit Card 302931483 INVOICE NUMBER ACCOUNT FEE NAME FEE AMOUNT 03-23-420402 110-580200-663000 Improvement Permit Fee SI50.00 TOTAL PAYMENTS: S150.00 EHPR-03-2023-43776 CASE TYPE: Environmental Health Plan Review WORK CLASS: OSWP SITE ADDRESS: 4457 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 09:45 Page 1 of 1