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HomeMy WebLinkAboutIMPV-11-2023-208136.tif Permit Oh NC DEPARTMENT OF R'r COOPER•Governor IlMAN KODYHKINSLEYS SERVICES MARK BENTON•Deputy Secretary for Health SUSAN KANSAGRA•Assistant Secretary for Public Health Division of Public Health • Submittal includes: Eta)Improvement Permit c)Cons•ruction Authorization ❑Fee$ IMPROVEMENT PERMIT FOR G.S.130A-335(a2) County: PIN/Lot identifier:�09 '{1S(�1"�f(� issued To: �[ C. Subdp Property {Location:sool pbl!} �-, r r t err+ rr, NC, 7 ict/, ./ ,cc — l f•t/d LSS Report Provided: Yes Pr No❑ -- Lot q: I G Block Section: If Yes,name and license number of LSS: � New Expansion 0 S Proposed Structure: Li R '� System Relocation ❑ Changeof 0 Zdrv,n'1 dfcs. le.n� Use Number of bedrooms: 9 Number of Occupants: C) Other: Design Wastewater Strength:Raomestic 0 high strength 0 industrial process Proposed Design Daily Flow: GPO Proposed LiAR(Initial): (7$ Proposed Wastewater System TYpe+: .��131�- Proposed LTAR(Repair): el•:�?�S `� ' � (Initial) Pump Required: 0 No Proposed Wastewater System Type.: r TF r� . � �sa ❑May be required L - t'!rS��«- `pleaselndudesystem (Repair) Pump Required: �fes 0 Na 0 May be required cation far Proposed wastewater system types I,a nc+e with ISA NCAC 18A.1961 Table V(a) Saprolite System(initial):[]Yes L]Na Saprolite System(repair):[]Yes No FiII System(initial):0 Yes 0 No If yes,specify;El New ❑Existing (when adding more than 6 inches of fill to system area provide a fill plan) Fill System(repair):❑Yes ❑No If yes,specify:❑New Usable Soil De ) - , ❑Existing (when adding more than 6 Inches of fill to system area provide a fill plan) Pth(Initial: Usable Soil Depth(Repair): y�_�C Max.Trench Depth(Initial?: 3j Max.Trench s. Depthpaid': 3� rMeaSUred O a the downh18side of the trench Artificial Drainage Required: E]Yes En No If yea,please specifyydetails: details: Type of Water Supply:❑Private well ❑Public well []Shared well alAunici I Su 1 Drainfiaid location meets Pa PP Y ❑Spring ❑per requirements of Rule.1945: Yes ID, No❑ Drainfield location meets requirements of Rule.1950: Yes[ -N ❑ Permit valid fore year[site plan submitted pursuant to GS 130A-33 o 4(13a}1 ❑No explratlon(plat submitted pursuant to GS 130Ar334(7a)) Permit condlti na: Licensed Soil Scientist Print Name: � 6A )011, Licensed Soli ScNrrtist !- Signature: �jr � �l,[� /a3 Date: 11 The LSS evaluation Is being submitted pursuant to and meets the requirements of G.5.130A-335(42). *Sae attached site sketch* NC DEPARTMENT OF HEALTH AND HUMAN SERVICES • DIVISION OF PUBLIC HEALTH LOCKT :500s Six Forlu Road,Budding 3,Raleigh,NC 27809 MAILIN°ADDREss:1832 Mall Service Center,Raleigh,NC 27899-1632 www.nCdlha.gov • TEL:919-707.6854 • FAX:919-845-3972 AN EQUAL OPPORTUNITY I AFFRMATiVE ACTION EMPLOYER 4.0 Permit#: IMPV-11-2023-208136 SaddlebrooK Lot 10 This Section for Local Health Department Use Only Initial submittal received: 10/30/2023 by RP Date Initials G.S. 130A-335(a3)states the following: When an applicant for an improvement Permit submits to a local health department an Improvement Permit application,the permit fee charged by the local health department,the common form developed by the Department,and a soil evaluation pursuant to subsection(a2)of this section,the local health department shall, within five business days of receiving the application,conduct a completeness review of the submittal.A determination of completeness means that the Improvement Permit includes all of the required components.If the local health department determines that the Improvement Permit is incomplete,the local health department shall notify the applicant of the components needed to complete the Improvement Permit.The applicant may submit additional information to the local health department to cure the deficiencies in the Improvement Permit.The local health department shall make a final determination os to whether the Improvement Permit is complete within five business days after the local health department receives the additional information from the applicant.If the local health department foils to act within any period set out in this subsection,the applicant may treat the failure to act as a determination of completeness.The Department shall develop a common form for use as the Improvement Permit. The review for completeness of this Improvement Permit was conducted in accordance with G.S. 130A-335(a3). This Improvement Permit is determined to be: ❑ Incomplete(If box is checked, information in this section is required.) The following items are missing: Copies of this were sent to the LSS and the Applicant on Date State Authorized Agent: Date: Complete State Authorized Agent: / h�`�/� Date: 11/9/2023 This Improvement Permit is issued pursuant to G.S.130A-335(a2)and(a3)using the signed and sealed LSS/LG evaluation(s) attached here. The issuance of this permit by the Health Department in no way guarantees the issuance of other permits.The permit holder is responsible for checking with appropriate governing bodies in meeting their requirements.This permit is subject to revocation if the site plan,plat,or the intended use changes. The Improvement Permit shall not be affected by a change in ownership of the site. This permit is subject to compliance with the provisions of the Laws and Rules for Sewage Treatment and Disposal and to the conditions of this permit. The Department,the Department's authorized agents,and the local health departments shall be discharged and released from any liabilities,duties,and responsibilities imposed by statute or in common law from any claim arising out of or attributed to evaluations,submittals,or actions from a licensed soil scientist or licensed geologist pursuant to GS 130A-335(a2). Improvement Permit Expiration Date: 11/9/2028 *See attached site sketch* G.S. 130A-335(a2)Common Form 2 V.2023.07 i NC DEPARTMENT OF ll RD1r Governor IliiitkiTilaftEs i MARK Benefit• 171J W����Q��dlrj� ���H'eCAIIi . I Divielon of Public:hearth •Assistant Secretary Public Health This application,in coraJualcdon with the coAppl formon for Services Application departments to be wed fore ta Wished in G-S.13QA-33S(83)and(a5),is optional for larail health IhaQrea'ncrjl�r,pa �nts to a3 and a applications submitted In a ovdanre with G.S.130A-33S(a2),(a3),and{a5). ( 1 ( J Draftsrn rx,+rm�wrr Permit and(cr2 App[ ing lint: (a2)fai 1 trctYcnAurdM[zxrs�,r f(a2)Improvement Permit s {a2}Cons of d� qp# . n 0 (82)Repair/Construction Authorization Please chock one of the following: la "-°w Construction El Expansion 2-Gear Expiration Requested(site plan SY m don 0 alga of Use 0 Permit prodded) Mon-Expiring pa O Repairquested(plat provided,as de?inediin G.S.13f1A-33.6(7a) • Property Owner Name:]f 5� _ Property Owner Meiling Address; & Property Owner Phone ltltarnber; ") � a'�. ' C .-..-.�...`".�"" -. Property Owner Email Address: + -----„ - '.v'_"_ -• .�..M Applicant Name: Applicant Mailing Address: pllrantPtaarteNumber. _ "a C.. """"" -- U�ap(is ant Email Address; y4. --- f1 Does the property Include,or Ls subject to,any of tine fall• '-"""'-^- []Yes Mo Prevlousfy Identified u ' ,�"Yes 'IJ rtsdlctiWl$1 ._-•,--nd:, ©Y s C a aiding or aunts, ' •f-way,rsacroachmeants,or other areas Approval by other p�agencies I rubllect to legal restrictions A.site plan or plat is required,2B the site sketch submitted frcirn the (A)existing and proposed facilities,structures,appuriena a wastew must terms thefoilavr]ng (E)proposed wastewater system showing set edcs to P�j, wastewater other s (0)existing and proposed vehicular traffic areas line(s)or other fixed reference point(s) (DJ existing and proposed water supplies,walls, l (E)=•a+tface water,drainage features,and all ax}�ltg�a `�water firms;and oPad arbticfai drainage,as applicable. liuquestingr DHHS review: Oyes Elio rya I understand that the documentation and faces,as required In S, .are to be used do Issue an Improvement Permit and/or 13 3�y{a`),(a3),(as),and(a6),attached to this application understand that authorized county and state officials are rated n A f e try to thepursuantop to Indicated A-33Srh is application�and{ o}.i the conduit necessary Inccpec ions to determine compliance with c bt of laws and . I understand stand ha on this to the application for pteaameflt•an Improvements • m �k�' , ,y. f 'liutho rules. I undetged, that if�informationaete n • „• ""1'7`' !become invalid. !s falsified,changed,or the site b shared,then Applicant ., !-- i ..�,a .�,/K /�' �lxlaora,einvafid ' !' % / / Date; �� e�1 ;� Owns s signet '�„rfd'��r'r%lJ i� . ) ' -- 4� NC DEP OF • TN AND MUM • 00111NON OF pl.ilit.iCHEALTH a.00AT10ft 5806 Six Feria Reed.Reeding3,i'al NC 27809 • hiwpga A i832 au 5*vice Grater.Raleigh,NC 27999.1872 °n"W A • 'aa:VW-707-685.4 - FAX eta-845.3672 AN EQUAL arrrrY,vwasau raeae acT,ona EMPLOYER vpr, SIM & FORESTRY SERVICES OF THE CAROLINAS, PA www.soilandforestryservices.com Project#: 23-0015 October 17tt', 2023 VR Farms LLC Attn: Ray Short Email:vrshortir@aol.com RE: Soil&Site Evaluation for a 4 Bedroom Residence at Saddlebrook Subdivision Lot 10, 0.56 ac Parcel, PIN#(460904507318)Sherrills Ford, NC 28673. Mr. Short: 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 partially cleared/graded for the house pad and open field.Topography within the evaluated area was gentle slope near the house site and proposed drainfield area. Property lines and corners were marked at the time of the evaluation by Derek Bunton Surveying.The client provided an Autocad File of a subdivision with house envelopes as a basemap.The proposed septic layout was located via GPS&tape measures and used to produce the attached Site Plan.The house envelope was located via Surveyed by Derek Bunton Surveying. Backhoe pits were located via GPS. 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 backhoe pit locations on the property flagged and located via tape measure. All of the backhoe pits are located in or adjacent to 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.The house envelope was located via survey.An on-ground layout of system and repair was performed using a laser level. Pin flag locations of the layout were also located by GPS and tape measures. Detailed system & repair information is summarized in the following paragraph for this Lot. Saddlebrook Subdivision-Lot 10(See Attached Design) The septic layout for this lot(9'centers)yielded a total of 635 linear feet of line.The primary system is proposed as 292 linear feet of Modified Conventional (50% Reduction) drainfield with low pressure distribution.Trench depth is specified at 30 inches (Low Side).The repair system is proposed as 291 linear feet of Modified Conventional (50% Reduction)drainfield with low pressure distribution.Trench depth is specified at 30 inches(Low Side).There is 315 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 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 'I Print Name 1� g je4a Signature The LSS evaluation shall clude a statement earing 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 Lot 10-Saddlebrook Subdivision, 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, SOIL • � Y cc .01! • '`�, •.vnM •m .ti� S.Ashley Rollans, LSS O,� 1Z31 PQ-O Attachment: Septic Design Al RTN G. SOIL & FORESTRY SERVICES OF THE CAROLINAS, PA www.soilandforestryservices.com Attached is a proposed design for an PPBPS Septic System w/Low Pressure distribution for a 4 bedroom single family residence at Saddlebrook subdivision Lot 10, Sherrills Ford,NC 28673, Catawba County, PIN#(460904507318) Contents: Page Information for the Installer 1 Design Information Design Specifications - 2-3 Layout Specifications - 4 System Tapsheet 5 Site Plan/System Plan 6 Calculations - 7 Profile Descriptions - - SOIL - - 8 AROO F,1, Ap: :tlon li for Services * J ,r�' � fig- - 9 (I) tit 1 M c .:s. P IP ---- - •E7 ;foil� 10 CA Form � - - -' \. M 11 • Iv` (c\ 12-v>>1 w. Op IZT c\• GP October 17,2023 Project#: 23-0015 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 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 excavation - Pumptank riser should be 6"above grade, control panel should be 12"above grade. - Septic tank riser shall be a minimum of 6" above finished grade. - System is specified as a PPBPS installation with low pressure distribution. - Repair is specified as a PPBPS installation with low pressure dist. - Backfill 4 - 6" of material (County Approved)over panels, rake trench walls, lime side- walls, install trenches 24" wide and have no more than 1/4" fall in 10 feet. I 2 LP HPPBPS SYSTEM FOR WASTEWATER TREATMENT Owner/Applicant: VR Farms LLC Current Address: 7172 Long Island Rd Catawba,NC 28606 Phone: 704.516.2344 County: Catawba Location: Bridle Court- Lot 10 Sherrills Ford,NC 28673 Source of Wastewater Flow: 4 Bedroom Single Family Residence Estimated Gallons Per Day Flow: 480 gpd System Flow: 27.88 gpm Design Specifications Drainfield Size: 292 Loading Rate (gpd/ft.2): 0.275 Depth of Gravel in Trench: NA (PPBPS ) Gravel Size: NA (PPBPS ) Trench Depth (LOW SIDE): 30 in., Repair 30in. Trench Depth Trench Width: 24 in. Septic Tank Size: 1000 Pump Tank Size: 1000 Estimated Supply Line Length: 53 Supply Line Diameter: 2 in. SCH 40 PVC Supply Line Volume: 9.22 Dosing Volume: 244.80 Supply Manifold: N/A Supply Manifold Length: N/A Supply Manifold Volume: N/A Recommended Float Controls: SJE Sensor Float Control Switches as Required for Control Panel or County Approved Equivalents Recommended Control Panel: SJE-Rhombus Model 112 (NEMA 4x) Control Panel or County Approved Control Panel. Pressure Head: 2 ft. Friction Head: 0.94 Elevation Head: 11.60 Total Dynamic Head: 16.72 Threaded Union: In Tank Gate Valves: 1 in Tank 1 per lateral Check Valves: In Tank Anti-Siphon Hole: NA Additional Comments: Soil suitability was performed by Soil & Forestry Services of the Carolinas, PA 3 Bridle Court- Lot 10 LP HPPBPS DESIGN FLOW (gpd): 480 SOIL APPLICATION RATE (gpd/ft.2): 0.275 TOTAL AREA TRENCH BOTTOM: 584 TOTAL LATERAL LENGTH: 292 NUMBER OF FIELDS: 1 LATERAL LENGTH REQUIRED PER FIELD: 290.9090909 SUPPLY LINE LENGTH: 53 TOTAL DYNAMIC HEAD: 16.72 MANIFOLD SIZE: N/A DOSING VOLUME: 244.80 PUMP TANK DRAW DOWN*: 11.7 SEPTIC TANK SIZE: 1000 PUMP TANK SIZE: 1000 *Pump tank draw down based on a volume basis of 21 gallons per inch. Draw down may vary among pump tank manufacturers. 4 Layout Specification-Bridle Court-Lot 10 Project#:23-0015 LAYOUT FOR 4 BEDROOM HOME October 17,2023 FLAG FLAGGED DESIGN LINE# COLOR BS HI FS ELEVATION LINE LENGTH LINE LENGTH TBM 3.1 103.1 100.00 INSTR. 1 HOUSE CNR (RIGHT REAR) P.TANK 9.70 93.40 1 RED 3.50 99.60 100 73 2 ORANGE 4.80 98.30 96 73 3 YELLOW 6.30 96.80 93 73 4 BLUE 7.60 95.50 91 73 5 PINK 8.90 94.20 88 88 6 RED 9.70 93.40 84 84 7 ORANGE I0.40 92.70 83 83 Total 635 547 SOIL LINE LTAR SYSTEM LTAR TRENCH TRENCH LENGTH GPD/Fr2 TYPE GPD/FT2 SYSTEM DISTRIBUTION DEPTH(LOW SIDE1 *System 292 0.275 MOD. 0.275 PPBPS LOW 30" CONY. PRESSURE Repair 315 0.275 MOD. 0.275 PPBPS LOW 30" CONV. PRESSURE Notes: **All septic lines and pits located via GPS and tape measures **A11 measures in feet **Nitrification lines are demonstrated on contour via colored pin flags 5 LP PPBPS TAPSHEET-Bridle Court-Lot 10 SYSTEM ine# Color Elevation Leneth Pole Size Flow/hole Trench Arca Number of Panels 1 RED 99.60 73 0.156 0.41 219 17 2 ORANGE 98.30 73 0.156 0.41 219 17 3 YELLOW 96.80 73 0.156 0.41 219 17 4 BLUE 95.50 73 0.156 0.41 219 17 total feet = 292 gal/min= 27.88 68 Des.Flow 360 Pump Run= 8.78 soil LTAR 0.275 LTAR+5% 0.28875 LTAR with mod. 0.55 LTAR with mod..+5% 0.5775 .156 equals 5/32 inch hole W E SCALE • 1"=40' PIN • vir-7:8 V- /-) OS t oi ' 'N - t '\' N - 5 u) ) -/ (,=___,) .-c) co -"com -i -P `_ ::', Ncy in >_ m ,-----'------.<6N)- - M - 060• z z 8 ,i'6Z 0 N O 7. 0 CA FILL 0 - 7I C�i N 4CK OF P o 0 0 LS 0 . 562 XI.) ACRE o gd1S `° 3SfUH J, � L ,OS ,9'zz S 9sa Li o Ti N4. 547 LOT 9 0 • OD 0 30" W 2 7 . 85 l II oo >> 51 u 30 E . �6 0 7 CALCULATIONS Location Bridle Court- Lot 10 Sherrills Ford, NC 28673 Project Number 23-0015 Lot No: 10 No. of Bedrooms 4 Design Flow 480 gal/day LIAR 0.275 gall 2 N day PPBPS? (YES OR NO) YES Supply Line Length 53 ft. Supply Line Volume 9.222 gal. FRICTION FACTOR INTERPOLATER Required Feet of Line 290.9091 ft. 2" SCH 40 PVC Amount of Line from Layout 292 ft. GPM f 20 0.84 Gallons per Minute 27.88 gat/min -0.88 25 1.27 Required Septic Tank Capacity 1000 gal. -1.28 Pump Tank Capacity 1000 gal. 30 1.78 -1.76 Panel Volume 3.6 gal. 35 2.37 #of Panels 68 -2.25 Dosing Volume 244.80 gal. 40 3.03 Note: Dosing Volume based on 100%of#of 43.07 3.48 panels times 3.6 gal/panel 45 3.77 48.14 4.28 50 4.58 57.11 5.89 60 6.42 Tank Draw Down 11.7 Generic Draw Down of 21 gal.per in. Pump Run Time 8.78 minutes Elevation Head 11.6 ft. Pressure Head 2 ft. Friction Factor 1.78 ft./100 ft. (From the interpolater.) Friction Head 0.94 ft. Total Dynamic Head (+15%) 16.72 ft. Sheet 1 of 1 PROPERTY ID#: 460904507318 . COUNTY: Catawba SOIL/SITE EVALUATION for ON-SITE WASTEWATER SYSTEM (complete all fields in full) OWNER: VR FARMS LLC APPLICATION DATE: ADDRESS: 7172 Long Island Rd,Catawba NC 28609 DATE EVALUATED: 1/31/2023 PROPOSED FACILITY: 4 Bedroom Residential-480 GPD PROPERTY SIZE: 24,4 0 SOFT LOCATION OF SITE: Saddlebrook subdivision,Sherrills Ford NC 28673-Lot 10 PROPERTY RECORDED: WATER SUPPLY: D Private ❑ Well ❑ Spring El Other County water EVALUATION METHOD: ❑Auger Boring El Pit ❑Cut TYPE OF WASTEWATER: ❑' Sewage ❑ Industrial Process ❑ Mixed P R O SOIL MORPHOLOGY OTHER F .1940 HORIZON (.1941) PROFILE FACTORS PROFILE LANDSCAPE I DEPTH CLASS POSITION/ L SLOPE% (IN.) 8 LTAR .1942 E .1941 .1941 .1943 .1956 .1944 STRUCTURE! CONSISTENCE! SOIL SOIL SAPR RESTR TEXTURE MINERALOGY WETNESS/ DEPTH CLASS HORIZ # rnl nR 0-18 RBCWMSBK/ABK FRSSSP 18-35 RBCLWFSBK FRSSSP C SAP 1 L/13% 35-60 VARSLMASS FRSSSP 60 PS PS 0.35 PLUS 0-20 RBCWFSBK FRSSSP C SCHIST ROCK 20 PLUS ROCK 2 U13% 20 PS 0.1 DRIP 0-4 FILL 4-10 BCLWFSBK FRSSSP 3 L/14% 10-24 RBCWFSBK FRSSSP 56 PS PS 0.35 24-36 RBCLWFSBK FRSSSP C SAP INCLU 36-60 VARLMASS FRSSSP 0-7 FILL/D I CTURl I\ PS 7-13 BSCLWFSBK FRSSSP 0.25 SHALLOW 4 U14% 13-27 YBCWMSBK FRSSSP 44 0.3 DEEP 27-44 RBCWMSBK FRSSSP 44-55 RBCLWFSBK FRSSSP FEW SAP INCLU 0-8 BSCLWFSBK FRSSSPSEXP 8-43 YBCWMSBK FRSSP 5 L/14% 43-56 RBCLWFSBK FRSSSP FEW SAP INCLU 56 - PS 0.275 7e*:". �I L .� 1C)I - cf 6 / L', • A '�.. 0 sTEaF c . T C, ,� - ,,ems 1, 7 i .,<'`'.. ) Y h '' rot , .d./ d _......F.., cy.. „..„, . 9 /yC1P.T 10 DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM OTHER FACTORS(.1946): SITE CLASSIFICATION(.1948): PS Available Space(.1945) PS PS EVALUATED BY: Ashley Rollans System Types(s) PPBPS 50%-Low Pressure PPBPS 50%-Low Pressure OTHER(S)PRESENT: Chad Wagner&Mason Freeman Site LTAR 0.275 0.275 COMMENTS