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HomeMy WebLinkAboutEHPR-10-2023-45721.tif THIS IS NOT A PERMIT Case# EHPR-10-2023-45721 UCATAWBA COUNTY HEALTH DEPARTMENT � , PLAN REVIEW APPLICATION FOR ENVIRONMENTAL SERVICES L8 2 5M Environmental Health Plan Review-OSWP IPa2 Permit Fee Applicant HENRY KELLY,, H:4128559819 HOME:4128559819 HPKELLY35 rr GMAIL.COM Contact Person SOIL&FORESTRY SERVICES OF THE CAROLINAS (ASHLEY ROLLINS),, ASHLEYROLLANS@GMAIL.COM GMAIL.COM NAME TO APPEAR ON PERMIT Henry Kelly SITE ADDRESS: 9537 ISLAND POINT RD,SHERRILLS FORD NC 28673 PIN # 462801463382 NAME of SUBDIVISION: STUTTS CIRCLE Lot# 2 Section/Block PROPERTY SIZE: Square Feet 22,215.60 Acres 0.51 DIRECTIONS: Sherrills Ford Rd, right Island Point Rd, on right past Riviera Dr PRIMARY CONTACT: Contact Person SEWER TYPE: Public Sewer GALLONS PER DAY: 360 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? No 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: 6 PROPOSED CONSTRUCTION NEW STRUCTURE DIM:: 70 x 78 #OF NEW BEDROOMS:: 3 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: ehapplicabon 10/09/2023 16:21 Page 1 of 3 ,41 • CATAWBA COUNTY Case# EHPR-10-2023-45721 f., tit , Public Health Department Subdivision STUTTS CIRCLE d . `� ,:-(3, Environmental Health Division PIN# 462801463382 PO Box 389, 100-A Southwest Blvd,Newton,NC 28658 84 g, NAME ON PERMIT: (HENRY KELLY),, ( Henry Kelly) Site Address: 9537 ISLAND POINT RD,SHERRILLS FORD NC 28673 Property Size: Square Feet 22,215.60 Acres 0.51 Directions: Sherrills Ford Rd,right Island Point Rd, on right past Riviera Dr 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 infonnation or assistance please call 828-465-8270 AREAS ............................................................................................................ FEENAME DATE FEE AMOUNT IPa2 Permit Fee 10/09/2023 $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) ehapplicacwo 10/09/2023 16:21 Page 2 of 3 (3) catawba county public health g4PP. -1157DI Application for Environmental Health Services THIS IS NOT A PERMIT Application is for: 0 New Construction 0 Existing Facility ha Improvement Permit 0 Authorization to Construct 1 :New Septic 0 Septic Repair/Malfunction ❑Septic Relocation ❑Septic Expansion ❑Existing System Inspection or Reconnection ❑New Well ❑Replacement Well 0 Well Abandonment 0 Well Repair Property Address S6 3`1 asland ''10b'w-i &lees;tls coca N c a 1L 73 —1 Acres O.5 to Subdivision Lot# Driving Directions to Property Describe work Applicant Name 14 eACy * 9N trp. L1� Applicant Address Phone LAt2-4t55-C(Cj q Email hp�,ty ®�rrw;l oft. Owner Name Ikesc.,‘ ,t. rajacsiev, lie lly Owner Address Phone t-U a-`fib- Q4 to I Email Contractor Name Qk el ?�S�` ana1l.tw►-, Contractor Address Phone I Email Name to Appear on Permit? g-Owner [,1,Applicant 0 Contractor Who will be the Primary Contact? [Owner [I'ACpplicant ❑Contractor Proposed New Construction-Residential Primary Residence ❑ New Residence 0 Addition to Residence #of New Bedrooms*t 3 #of Occupants (.40 Project Description 3 12,:)f CtSic6w41 a,i Structure Dimensions,also specify dimensions of decks&porches 7 0 X. 7 g (Choose One) 0 Basement 0 Crawl Space 0 Slab If Basement,Will There Be Water Using Fixtures In Basement Retaining Wall>2' 0 Yes 0 No ❑Yes 0 No Accessory Dwelling #of New Bedrooms*t #of Occupants Structure Dimensions (Choose One) 0 Basement 0 Crawl Space 0 Slab If Basement,Will There Be Water Using Fixtures In Basement Retaining Wall>2' ❑ Yes ID No El Yes 0 No Accessory Structure(:)Describe Plumbin Structure(s)Dimensions g ❑Yes ❑No Describe Plumbing Needed (Choose One) ❑Basement 0 Crawl Space ❑ Slab If Basement,Will There Be Water Using Fixtures In Basement Retaining Wall>2' 0 Yes 0 No ❑Yes 0 No Multi-Family Residence #of Apartments #Bedrooms per Apartment*t Total#Bedrooms in Structure*t #of Occupants Structure Dimensions (Choose One) 0 Basement ❑Crawl Space ❑ Slab If Basement,Will There Be Water Using Fixtures In Basement Retaining Wall>2' 0 Yes 0 No Yes 0 No Well Construction/Abandonment/Repair Proposed Well Type 2-individual Well 0 Semi-Public Well 0 Community Well Abandonment Type 0 Drilled 0 Bored Well Repair Requested ❑Yes 0 Dug ❑ unknown ❑No Describe RECEIVED Will Certified Well Contractor Install Water Line or Electrical Line from Well Head to Pressure Tank?0 Yes ❑No OCT 9 2023 Environmental Health Environmental Health Catawba County Government Center,25 Government Drive I PC. Box 389, Newton,NC 28658 Phone:(828)465-8270 l Fax:(828)465-8276 l EHAdmin@CatawbaCountyNC.gov Existing Structures on Site Describe #of Bedrooms* Structure Dimensions #of Occupants Basement 0 Yes No ::t:: t 8 ID ❑ No I _!= Water Supply_ 0 Individual Well 0 Shared Well—Number of Connections__ 0 community Well ❑County/City,7ownship Water Lute Is a public water supply available?** 0 Yes ID No Commercial 0 Proposed New Construction 0 Existing/Change of Use CI Repair Food Service Specify Type #Seats Dm jig Arta(Sq.Ft.) #Employees per Shill *of Shifts i Church #of Seats Daycare 0 Yes 0 "--- No #of Children Commercial Kitchen Yes 0 No Iiesidentisl Kitchen #of Employees per Shift #of Shifts I Daycare re#of Children 0 Yes 0 No of Employees per Shift Business/Other S #of Shifts Spec*Type ✓— Retail Floor Space Structure Dimensions �_#of Employees per Shift #of Shifts I Other Information 1 1 Calculated Design Flow.Couunercial+ {This value will be determined by EH stet]) I TI Ae�Fplicant shall notify the local health _ question. If the department upon submittal of this application if any of the follow a 1 to the 0 Yes pro answer to any question is"yes",applicant must attach supporting documentation. g pp Y Does the site contain anyboy O Yes 10 Does the site containj»sditioast waterwetla systems? ❑Yes �"iVo any existing wastewater systems? I 0 Yes l No Is any wastewater going to be generated on the site other than domestic sewage? i 0 Yeso Is the site subject to approval by any other public agency? If applying p Are there any easements or right of ways on this property'? Describe pplyia for an Improvement Permit or Authorization to Construct,Please Indicate Desired System I (systems can be ranked in order of your preference) 0Accepted ❑Alternative ❑Conventional p Imtov �s�' ative 'Other S O An `Any room that will be intended for sleeping at the time of rwv► on all uppitcatians.The number of bedrooms will be confirmedconstruction or for future consideration should be noted us a issuance. This may prevent the need for septic system expansion pansinb in thehmf Identified on floor plans as a bedroom at the time bedroom counted t If structure is pIwtibed but has no »on future. building permit • If sin a well bedrooms,calculated design flow will be determined by EH Stnli'. permit must be issued with the Authorization to Construct. / D Enviromnental Health soil/site evaluations require di N C SCHEDULE for markitrg all Healthtaiderground utilities,bonsincludingredigging,angering,and/or probing into the ground. for mas/sprial lcrsystems.Catawba County but not limited to:undergroundproperly owner/applicant is responsible Environmental Health is not power,cable,telephone, =n gas,water lines,and irrigation Completed applications arc valid fora responsible for damage to unmaticcd utilities. with leted ap lict i without expiration,forperiod of 2 years. Improvement Permits are valid:with complete site plan=60 months(5 thcs completele to tse for septicr Authorization to Construct will remain valid as long as the Improvement Permit is valid.An Authorization Constructnfir is valid for 60 months(5 years).Permits may be revoked if the information on this applicathat th effect changes or if the intended for the proposed facility changes.Permits may be revoked if site conditions are altered such ' _permit conditions or installation use for th eras` i have read this application and certify that the information -- I have are a entryprovided herein is true,complete and correct. Authorized county and state officialsunderstand ar that I granted solelyghtof t c for cothnduct necessary inspections to determine compliance with applicable laws and rules. I accessible so that a complete site evaluation caproper be identification and labeling of all property party lines and corners and making the site The undersigned is the owner of the property or! aBe -of the owner. R Signature of Owner or Legal Agent C7/L I" Printed Name of Owner or Legal Agent t,�, i1 ,Date G f? al IPermit#: I ` • ROY COOPER•Governor • NC DEPARTMENT OF i KODY H. KINSLEY•Secretary ::,. �:�, �; HEALTH AND MARK BEN TON f HUMAN SERVICES •Deputy Secretary for Health ,,As. SUSAN KANSAGRA•Assistant Secretary for Public Health Division of Public Health Submittal Includes: 0-62)Improvement Permit L (a2)Construction Authorization ❑Fee$ IMPROVEMENT PERMIT FOR G.S. 130A-335(a2) County: 14 c•. PIN/Lot Identifier: 4(04..Zi 90 f 9(g 3.38c Issued To: )4enry 4) K CJe ;n•� C)({� Property Location: J I .•„14- Rc t She r )(S f OrLA C. occc73 Subdivision(if applicable) cf�F-(5 C,' c k Lot#: 02 Block: Section: LSS Report Provided: Yes Er-No 0 If yes,name and license number of LSS: C Pi- t/ 4.Shl t y iCc dal-5 New[J_--- _ Expansion ❑` System Relocation El Change of Use 0 Proposed Structure: 3 6ed C,;4;,11 Resickl h I Number of bedrooms: 3 Number of Occupants: (,-' Other: Design Wastewater Strength:❑cr mo estic ❑high strength 0 industrial process 1 r Proposed Design Daily Flow: 3(.00) GPDp '' • Proposed LIAR(,nitial):(}, � Proposed LTAR(Repair): �'G�3`� Proposed Wastewater System Type*• (Q fitd�a�w;,-L*r�+ Al l } (Initial) Pump Required: ❑Yes [(g-(�O ❑May be required Proposed Wastewater System Types:µl� -& is IJt t.at- L P v iS=Y1 (Repair) Pump Required Yes 0 No ❑May be required *Please include system classification for proposed wastewater system types Ses In accordance with 1SA NCAC 18A.1961 Table V(a) ` Saprolite System(initial):EllYV Yes Saprolite System(repair):[]Yes 0 No Fill System(Initial):❑Yes o If yes,specify:0 New / ❑Existing (when adding more than 6 inches of fill to system area provide a fill plan) Fill System(repair):❑Yes ❑IVO If yes,specify:0 New ❑Existing (when adding more than 6 inches of fill to system area provide a fill plan) Usable Soil Depth(Initial): )C Usable Soil Depth(Repair): S t( Max.Trench Depth(Initial)t: 30'/ Max.Trench Depth(Repair)$: j 0IJ/6d('°Yrrt Measured on the downhill side of the trench Artificial Drainage Required: Yes E<If yes,please specify details: Type of Water Supply: rivate well ❑Public well []Sh .ed well ❑Municipal Supply ❑Spring Other: Drainfield location meets requirements of Rule.1945: Yes No ❑ 0 Drainfield location meets requirements of Rule.1950: Yes 0----No❑ Permit valid for:El live years(site plan submitted pursuant to GS 130A-334(13a)] []No expiration[plat submitted pursuant to GS 130A-334(7a)] Permit conditions: , :yeti /Sys Licensed Soil::: ,/Print Name:s Nt ) �nl F.'o�(i�-vt5 �/jicensed Soil Signature: .—c• ��(/ l�(r 7C. -1-14"-2 ---- Date: /a7 ./4? The LSS evaluation Is being submitted pursuant to and meets the requirements of G.S.130A-335(a2). *See attached site sketch* RECEIVED NC DEPARTMENT OF HEALTH AND HUMAN SERVICES • DIVISION OF PUBLIC HEALTH �{ 1/ LOCATION:5605 Six Forks Road,Building 3,Raleigh,NC 27609 MAILING ADDRESS:1632 Mall Service Center,Raleigh,NC 27699-1632 9 2023 www.ncdhhs.gov • TEL:919-707-5854 • FAX:919-845-3972 AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER Environmental Health SOIL & FORESTRY SERVICES OF THE CAROLINAS. PA www.soilandforestryservices.com Project#: 23-0113 October 6`h, 2023 Henry&Regina Kelly Attn: Henry& Regina Email: hpkellv35@gmail.com RE: Soil&Site Evaluation for a 3 Bedroom Residence at 9537 Island Point Rd, 0.510 ac Parcel, PIN#462801463382,Sherrills Ford, NC 28673, Catawba County, NC. Henry& Regina: 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 submittals to Catawba County Health Department. Site Conditions At the time of our evaluation land cover on the property was mostly open/cleared with some shrubs/trees scattered on the property.Topography within the evaluated area was gently to moderate slope near the house site with moderate percentage of slope in the proposed drainfield area. Property lines and corners were marked at the time of the evaluation by Dedmon Surveying. The Surveyor provided an Autocad File of the survey as a basemap. The proposed septic layout was located via survey which was used to produce the attached Site Plan. There is an existing dock, drive and power pole on the property. Catawba County Environmental Health said there is no record of a septic permit. Methodology We evaluated soil areas through the use of auger borings& backhoe pits. Soil morphological conditions including color,texture,structure, etc. were reviewed in the field with two pit locations and two boring locations on the property and were flagged and located via survey. Both of the pits&auger borings are located in the proposed septic layout. Soil suitability was determined by referencing 15A NCAC 18A.1900 "Laws and Rules for Sewage Treatment and Disposal Systems". Soil&Site Evaluation Forms were utilized to record the soil morphological data for each pit/boring. A maximum house envelope was established based on the survey/septic area needed.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 measure. Detailed system & repair information is summarized in the following paragraph for this Lot. 9537 IsI nd P in R -Lot 2 PIN#4 2 1 The septic layout for this lot(6'centers)yielded a total of 636linear feet of fine.The primary proposed as 200 linear feet of Modified Conventional PPBPS(50%Reduction)drainfield with gravity distribution.Trench depth(Low Side)is specified at 30 Inches.The repair system is system is linear feet of Modified Conventional HPPBPS(SO%Reduction)drainfield with low pressure distribution. proposed as 300 Trench depth(Low Side)is specified at 17 inches.The Repair requires TS-II Pretreatment.There is 421 feet available for repair. *Note:There is approximately 201 linear feet of repair that is outside of the Soft lake buffer.Construction Authorization will require a house plan to fit inside the envelope shown. scion 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 7/c'.u4 f- 144 :`R--- Date •--Print Name 7/Gvi„ S crli • Signature ____LL/6 If c)l.g-g 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 anti 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 9537 Island Point Rd-Lot 2 PIN#462801463382.System design requirements and site requirements shall be adhered to for installation and Operations Permits to be issued by the local Health Departmvilf o have ue tion re ardin these re uir ents a Pre- Constructi n m tin should e ed Please contact S&FS if you have an regarding this report or the attar ed.infar�latlon.,S& nuesttlan delineation and forestry seyvices. . , ;,. ,. f ;dlso offers septic system inspection,wetland Sincerely, ` i ...: :' • l4.':1 titi '��. I :,: /.. /...- ' •.' '!,: :.-'' 1 •• . '? ., .z/9'1.' ::..•k. . ,. i S.Ashley Roflans, LSS •"`:' '•h ,�t r"/ Attachment: Septic Design, Required Statiiiiint for Local Health Department/NCDHHS I understand that the documentation and fees,as required in G.S. 130A-335(a2),(a3), (a5),and(a6), attached to this application are to be used to issue an Improvement Permit and/or Construction Authorization pursuant to G.S. 130A-335(a2),(a3),and(a5). I understand that authorized county and state officials are granted right of entry to the property indicated on this application to conduct necessary inspections to determine compliance with applicable laws and rules. I understand that if the information in the application for an Improvements Permit and/or Construction Authorization is falsified,changed,or the site is altered,then the Improvement Permit and Construction Authorization shall becomeinvalid,� Applicant Signature: �' ,J lc Date: ��� �z'�� Owner's Signature: 6-2 - - Date: c*e9 3 & FORESTRY SERVICES' OF THE L;AROLINAS. RA www.soilandforestryservices.corn Attached is a proposed design for an Modified Conventional Septic System (PPBPS)with gravity dist.for a 3 bedroom single family residence at 9537 Island, Point Rd,PIN#(462801463382)Sherrills Ford 28673,Catawba County,NC. Contents: Page Information for the Installer 1 Design Information Design Specifications 2-3 Layout Specifications 4 Site Plan/System Plan _ 5-6 Calculations 7 Profile Descriptions 5-44i__ 8 ��4 ICI Application - A: R0_ _ 62 _ - CLIENT , y` ` .. 1' I �r' ` PRO IDED �� 1. Improvement Form ___ s �"��.��_�_ ___ Subdivision Plat _ `� T_;_Y /,____ __�c ,. v 10 1 r O �23� �U � NORTN ( October 6,2023 Project#:23-0113 Design By: Soil&Forestry Services of the Carolinas,PA 1 INFORMATION FOR THE INSTALLER: The permit should be read very carefully prior to bidding. The following are details that must be considered along with all other considerations. - Tanks shall be approved by 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 PPBPS installation w/6FT centers. - Repair is specified as a HPPBPS with low pressure distribution installation. - Repair is also specified to be on 6 ft centers and requires TS-II Pretreatment. - Installer must verify any underground utilities prior to installation. 2 GRAVITY PPBPS SYSTEM FOR WASTEWATER TREATMENT Applicant: Henry&Regina Kelly Realtor/Agent Address Address: 19701-C W.Catawba Ave. Cornelius,NC 28031 Phone: 412.855.9819 County: Catawba Location: 9537 Island Point Rd Sherri lls Ford, NC 28673 Source of Wastewater Flow: 3 Bedroom Single Family Residence Estimated Gallons Per Day Flow: 360 System Flow: N/A Design Specifications Drainfield Size: 200 Loading Rate(gpd/ft.2): 0.3 Depth of Gravel in Trench: N/A Gravel Size: N/A Trench Depth (LOW SIDE): 30 in. Repair Trench Bottom 17 in. (6"cover) Trench Width: 24 in. Septic Tank Size: 1000 Estimated Supply Line Length: 4 Supply Line Diameter: 4 in. SCH 40 PVC Supply Line Volume: 1.31 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 3 9537 Island Point Rd PPBPS SYSTEM DESIGN FLOW(gpd): 360 SOIL APPLICATION RATE (gpolft.2): 0.3 TOTAL AREA TRENCH BOTTOM: 400 TOTAL LATERAL LENGTH: 200 NUMBER OF FIELDS: 1 LATERAL LENGTH REQUIRED PER FIELD: 200 SUPPLY LINE LENGTH: 4 TOTAL DYNAMIC HEAD: N/A MANIFOLD SIZE: N/A DOSING VOLUME: N/A PUMP TANK DRAW DOWN*: N/A SEPTIC TANK SIZE: 1000 PUMP TANK SIZE: N/A 4 Layout Specifications - 9537 Island Point Rd Project#:23-0113 LAYOUT FOR 3 BEDROOM HOME 10/6/2023 FLAG FLAGGED DESIGN LINE# COLOR Ea HI FS ELEVATION LINE LENGTH LINE LENGTH TBM INSTR. I 1 YELLOW (Not Used) 20 20 2 BLUE 82 40 3 RED 86 40 4 ORNNGE 87 40 5 YELLOW 86 40 6 BLUE 60 40 7 RED 87 87 8 ORANGE 79 79 9 YELLOW 49 50 Total 636 436 SOIL LOW SIDE LINE LTAR SYSTEM LTAR TRENCH TRENCH LENGTH GPD/FT2 TYPE GPD/FT2 SYSTEM DISTRIBUTION DEPTH *System 200 0.300 MOD.CONY 0.300 PPBPS GRAVITY 30" Repair 421 0.275 MOD.CONV 0.275 HPPBPS LOW 17" *Note: There is 201 linear feet of line outside W/TS-II PRESSURE 6"COVER REQ. the 50ft lake buffer PRETREAT. Notes: **All measures in feet "Nitrification lines are demonstrated on contour via colored pin flags "Nitrification lines were located by Survey. 5 GRAVITY PPBPS SPECIFICATIONS -9537 Island Point Rd SYSTEM Line# Color Elevation Length Hole Size Flow/hole Trench Area #of Panels 2 BLUE N/A 40 NM NM 40 9 3 RED N/A 40 NM NM 40 9 4 ORANGE NM 40 NM NM 40 9 5 YELLOW N/A 40 NM NM 40 9 6 BLUE NM 40 NM NM 40 9 2.0 54 total feet = 200 gal/min= N/A Des.Flow 360 Pump Run= N/A soil LTAR 0.3 LTAR+5% 0.315 LTAR with mod. 0.6 LTAR with mod..+5% 0.63 4 • 1116Cg y . o N O` N m • t * 1i ib x om I �� =m q � zztncncn • i \W \ � _I��� i'I �' 0rn 1._ m _I rn '1rnN((CI(31 07 N 9 T \ • 00 ]WP_Owi� V ! bF % I ro 6 <! 0 I °cDi b O0)V(n c0 i0 N • d' I � Emm*g U 98s: <• u u= II u v10.8 � H an_ 7IIIIIQ CI grqb •0 0 : O 10 Z :0 CD m 0O•..00000 g ("� 'VA, Z I- Nft a 21 cm Uf N _.. C p m OL $ Np m CO m I CA Wr ?c; co -P O �." 'c o O -o CP 0 ,4' r 01 O rO N. 87 2 > P-3 � ■■O + ii til g Nowni 30' SB • p _ , N 11. ISLAND — _23'28„E i-ri POINT (Tit New 27.5 t ONLY) y 60' PUBLIC _Fyn,.RDA 0 turn, v 11 /1111 111/till y� >. ll trill in; /1!' j Otl1 l x0111 fi ~ I7 l lIlgoili $ # ,m,;,,„ # I _ ltylllll IIFllill � � ii ci !i F. LoR a ': g it§ 2 01i m \ N — -er g t! ?' <i • il i:E i, • _$ ski g1:4,5 g g -- '' IIIIillii-,, '0'.i i Si f z r�'o'se s zzzcnrncn ��`4 I `e+� '1 prIS A—N-.p�m \1 ��` I\ tl 4u4u1y.W A ®I 511 �AOt�A�I g. .4p I tAQyA' �Orn VN�b N .09 CZ14 '+ t [1 �mm�F� to I y `.oltia 1 I:''ll . , I I I 4� -o $ I . .�' "�Ma N . L[1. d m SG Wio4+�Ca1pD a ��u .- I• -,-,} 0. 1171PiOOAVW u I._ l. �� 3C'p 'ice. 8 A mg 13 ^ u 7 .--,i"ii i9 T. + v�i r 1 4.. i ! 1 ��tao 3,se � ■ 'AM}q A.NaN o• 1 ISLA DI `1`23af F , � oN 0 ? ; 9 UB o LIC + Y r _ _.,__._ • _._. ...____.__ ._, r�. NORTH PER P@ 34 PG 14 N 0 !. ligqLilh . ~ m 11 51 � 1 ---'- ' 4 � J L=J otuturU = c - ' W $ H i x t~ M 1 1 P 'J Ao ro-...-- -- g CA i—C n z n 7 CALCULATIONS Location 9537 Island Point Rd Sherrills Ford, NC 28673 Project Number 23-0113 Lot No: 2 No. of Bedrooms 3 Design Flow 360 gal/day LTAR 0.300 gal/ft2day PPBPS? (YES OR NO) YES Supply Line Length 4 ft. Supply Line Volume 2.612 gal. FRICTION FACTOR INTERPOLATER Required Feet of Line 200 ft. 2" SCH 40 PVC Amount of Line from Layout 200 ft. GPM f 20 0.84 Gallons per Minute N/A gal/mm 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 interpolator.) Friction Head N/A ft. Total Dynamic Head (+15%) N/A ft. Sheet 1 of 1 PROPERTY ID#: 462801463382 SOIL/SITE EVALUATION COUNTY: Catawba for ON-SITE WASTEWATER SYSTEM (complete all fields in full) OWNER: ADDRESS: Wayne Frye APPLICATION DATE: 4110 US Highway 158 Advance NC 27006 DATE EVALUATED: 9/5/2023 PROPOSED FACILITY: 3 Bedroom Residental-360 GPD LOCATION OF SITE: 9537 Island Point Rd Sherrills Fore NC 28673 PROPERTY E CO DE SIZE: 0.51 yes PROPERTY RECORDED: yes WATER SUPPLY: CI Private CI Well ❑Spring 0 Other EVALUATION METHOD: 0 Auger Boring 0 Pit 0 Cut TYPE OF WASTEWATER: D Sewage 0 Industrial Process 0 Mixed P R O SOIL MORPHOLOGY OTHER F 1940 HORIZON (.1941) I LANDSCAPEPROFILE FACTORS PROFILE POSITION/ DEPTH L SLOPE% (IN.) CLASS E .1941 .1941 .1942 .1943 .1956 .1944 &LTAR STRUCTURE! CONSISTENCE/ SOIL SOIL SAPR RESTR # TEXTURE MINERALOGY WETNESS! DEPTH CLASS HORIZ 0-5 FILL rnl Art 5-11 BSLGR FR SS SP P1 U13% 11-48 BRCWMSBK/ABK FR SS SP few fe depl 35-38" 43 PS 0.275 0-5 FILL 5-14 BSLGR FR SS SP P2 L/11% 14-44 BRCWMSBK/ABK FR SS SP 39 PS 0.3 0-3 BSLGR FR SS SP 3-29 RBCWMSBK FR SS SP B1 U10% 29-50 BRCUSCLWFSBK FR SS SP 50 PS 0.325 0-3 BSLGR FR SS SP wgravel 3-28 BRCWMSBK FR SS SP fsap B2 L/10% 28-34 RBCULVWFSBK FR SS SP 34-50 VARSLGR FR SS SP csap 34 PS 0.325+ 5 -411111 6 SOIL r(.(2 • L A. TKO+�c�`� r — F.:;.:,_t,:ill' 7. 7 T: .tip ,�, ,.r 8 1 'N • ''c,.:,ram; ii ��I► is tr �.�.� •Y 0 143A "0 9 ..• iiihlik .. .' i '0 RM G. 10 DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM OTHER FACTORS(.1946): Available Space(.1946) PS SITE CLASSIFICATION(.1948): PS PS EVALUATED BY: Ashley Rollans System Types(s) PPBPS-Gravity HPPBPS 50%Red OTHER(S)PRESENT: Site LTAR 0.3 0.Y75 Chad Wagner COMMENTS: iii 0 o¢g1 ta,w !<a a• R a j�: „ ;1{• 1:11\ j S ``+`_ pk 4Yi tititaiikiikiiktii)Wk ikaai#iihiikOithii a t t. 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'7 ti a \1\) .,� �'� LOT #6 `�aP.•.›. •q 9 P d s.�a.as�sa s 'w y 0 V @ 1 , '• - , .9t'!kr ,0 ...f '4. ,`i -o 4. tRQtt t. a n 'Y Ob j a ...•,.w aO pp3ca•f R Q, Ms 107 r 0 .§fg S. 4 r " 2L. G' .41 T1 ypo057a4•ft. O tl� U t0 , N q't'9',tre' Kam• ,as•, i`t TOE.99• z C. 0 �� 'I 4 Lar #9 t. v s,4s� O i cc4uu }0.I97aa•f 9r• to� ••t 11 , � O,i �i� Li e is 44 w;--1 R N y ,�(1y� t; i!MTAP wz 4(.t. V W (4 Y i i eg— V' r Sr.l07 h - xi � ' t ® ' , `i O 4.426 We III, s ♦TN1pT a Lb 2 4 /i°fai�VVI °=1 T v s 1ettii5 : rt !;ri C G CATAWBA COUNTY 100A SOUTHWEST BLVD �t ( �.� NEWTON,NORTH CAROLINA 28658 RECEIPT \\ ��.`+ PHONE:828.465.8399 \'9 �C , Monday,October 9,2023 842 srol www.catawbacountync.gov PAYOR: Soil&Forestry Services Of the Carolinas Soil&Forestry Services Of the Carolinas(Rollins,Ashley) PAYMENTS TRANSACTION NUMBER: TRC-75053255-09-10-2023 PAYMENT DATE: 10/09/2023 PAYMENT TYPE: Credit Card 311750775 INVOICE NUMBER ACCOUNT FEE NAME FEE AMOUNT 10-23-429070 110-580200-663000 IPa2 Permit Fee $150.00 TOTAL PAYMENTS: $150.00 EHPR-10-2023-45721 CASE TYPE: Environmental Health Plan Review WORK CLASS: OSWP SITE ADDRESS: 9537 ISLAND POINT RD,SI-IERRILLS FORD NC 28673 Applicant HENRY KELLY,, H:4128559819 IIPKELLY35 a GMAIL.COM Contact Person SOIL&FORESTRY SERVICES OF THE CAROLINAS,, ASHLEYROLLANS@GMAIL.COM **NO PEOPLESOFT ACCOUNT ASSIGNED** receipt 10/09/2023 16:20 Page l of l