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HomeMy WebLinkAboutIMPV-11-2023-208126.TIF /� J Permit#: 111 - iI-104-2 Z'12i 1 n.;� ROY COOPER•Governor NC DEPARTMENT OF KODY H.KINSLEY•Secretary - yHEALTH AND Li* if,_'-' HUMAN SERVICES MARK BENTON•Deputy Secretary for Health L 6r' SUSAN KANSAGRA•Assistant Secretary for Public Health ')lvision of Public Health Submittal Includes: a2)Improvement Permit (ea)Construction Authorization ❑Fee$ IMPROVEMENT PERMIT FOR G.S.130A-335(a2) County: lir;tWhr. PIN/Lot identifier: e"11tc IC'15C731) Issued To: (1F. f-t,;(1,4_; i-Cr 1 rI f7 Property Location: J)i )fi ( r ( + . �,i vi r-r j e,I (t <, $ r4 /V( '( ji �,�T Subdivision(If applicable) ti>ulCi{L1j;YLg.: Lot#: l Block: Section: LSS Report Provided: Yes ID No❑ y-' If yes,name and license number of LSS: t-- rutf Airy I liar;,; -*/2$/ New El------- — Expansion ❑ System Relocation ❑ Change of Use CIProposed Structure: 1 8 ,-InA,.r) ReSiri(,1/ 4.) Number of bedrooms: 11 Number of Occupants: 6 Other: Design Wastewater Strength:[,�d estic ❑high strength El industrial process L�T Proposed Design Daily Flow: -) GPD 7 II Proposed/�� LTAR(Initial): Cl•3 Proposed LTAR(Repair): (1 1 j Proposed Wastewater System Type*:i?13i 3 4X 4i'eaw.ic.—t.rrgv.1 v (Initial) Pump Required: 0 Yes arkle-12 May be required Proposed Wastewater System Type*: ?1li3r.S-rX"'la iucl f7 �-1r+:+ {.t.A-(Rapalr) Pump Required: 191; 0 No ❑May be required *Please Include system classification for proposed wastewater system types in accordance with 15A NCAC 111A.1961 Table V(a) Saprolite System(initial):❑Yes -t Saprollte System(repair):0 Yes [},fro Fill System(Initial):❑Yes P o If es,specify:0 New 0 Existing (when adding more than 6 Inches of fill to system area provide a fill plan) Fill System(repair):0 Yes atqfrIt yes,,specify:0 New ❑Existing (when adding more than 6 inches of fill to /� '� __ system area provide a fill plan) Usable Soil Depth(initial): ip J" G I Usable Soil Depth(Repair): c ` (e'�, Max.Trench Depth(Initial)t: ' U ' Max.Trench Depth(Repair)*: :3,-1 *measured on the downhill side of the trench Artificial Drainage Required: ❑Yes [D-N if yes,please specify details:_ Type of Water Supply:0 Private well 0 Public well 0 Shared well el unlcipaI Supply ❑Spring 0 Other: Drainfield location meets requirements of Rule.1945: Yes(aJ D Dralnfleld location meets requirements of Rule.1950: Yes 9--No❑ Permit valid for.[9•c1 years[site plan submitted pursuant to GS 130A-334(13a)] ❑No expiration[plat submitted pursuant to G5130A-334(7a)] Permit conditions: - I Ucensed Soil Scientist Print Name: y ah,,,I I-Y LIc,y Ucensed Soil Scientist Signature: ,�y�f < ''< 'Y ".. ,�jF��„ —— - I i/40/3 Date- The US evaluation is being submitted pursuant to and meets the requirements of G.S.130A-335(a2). *See attached site sketch* NC DEPARTMENT OF HEALTH AND HUMAN SERVICES • DIVISION OF PUBLIC HEALTH LOCATION:5005 Sax Forks Road,Building 3,Raleigh,NC 27609 MAILING ADDRESS:1632 Mai Service Center,Raleigh,NC 27699-1632 www.ncdhhs.gov • TEL:919-707-E854 • FAX:919-846-3972 AN EQUAL OPPORTUNITY I AFFIRMATIVE ACTION EMPLOYER " Permit#: IMPV-11-2023-208126 SaddlebrooK Lot 7 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 deportment 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 as 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 fails 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 Dote State Authorized Agent: Date: ©Complete State Authorized Agent: 40,A //4k✓i/ 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 1111 NC DEPARTMENT OF tsegpass ROY co .opi Governoratar i l ove It,wNBLEY•Secretary MARS BENTON•Deputy Mary for Health SUSAN KANBAG•}yam ' el Public Health Secretary for Public Health Ap This application,in conjunction with the cop,Q���abll;heon d���j,3�departments to be used for epplicsntiorts 335(a3)and 5(a ),(a3),and for local health thereinafter,Gr.$.33O 335(a3)and(a5)Der ,Jt ai a�i Improvement accordance with Permit erm ft A-33S(s2),i83#. {a;). Applying for, ( !h' mrntA�m�Ptarrd(a.?jCanslrucfd�rrrAyr� (a2}Improvement l'emaJt i -ra,2}Construction � � Please check one of the following: Authartzati„n 0 {si2)Repefir/Canstn on Authorization ��ar Construction 0 Expansion t el Year Expiration Requesteri(site plan provided ' _~y0n CI Change of Use 0 [repair ❑ Non-Eviring Permit Requested(plat provided as diefineltn G.S.Z31.TA-334f7a) • Property Owner Name: cra.itys lr Property Owner Mailing Address: L Property Oviner Phone Number: 8' ------�.�__... . —�'" '�----... __�� Applicant Name;�lif r, Lis _--- s Property OwnerEmmfJAddress; Applicant Mailing Address: t C Applicant Phone Number 4, Applicant Email Address; ar AO�. -- Wes the property include,or Is sub,to _ Yes No Previously ,any of the fail. � : [] Dyes LJ% y identified jurisdictional -i nds Q Yes o Approval by other public agencies ~ + -way,encroachments,or other are W>ua�to Existing or proposed easernents, . gal r� A site plan or plat is r ui n6 a4 red,$f the site sketch submitted from the LSWAoWE,must include the following: (A)existing and proposed facilities,structures,appurtene (B)proposed wastewater �'and wastewater systems (C)existing and Proposed vehicular setbacks to property Briefs)or other fixedreference point(s) ii7i existing and p traffic areas � (0 existing and d�ed water supplies,welts,springs,afrd water i es;and aw features,and all existing and plroposed art'1icdai drainage,as applicable. lt✓ uesting DHHS review:DYeS I a i understand that the documentation and fees,�required in• S. �� are dt be used to issuean Improvement Permit fees,arid/or 1301+-3•.iT (aS},and{a , fed to this application on understand that authorized county and state officials are dion Authorization suarti to G.S.130I4.33y{a2),I.o.3},and(ss.5).I un esct nd that a thor d cn determine tom lanar with right of t prooperty indicated on this application the duct necessary ai r iann Improvements cable law . I understand that If the Information In the anpl ca fo prov+ements Pe and/ Authorizaed,cha ,� Au become inva ,or attic slCc is altered,than Applicant Sign f d.., te: fOwner's S•igna • te: 1 / ,a -> NC • on►ES,oN OF PDXLic MIAOW LACAT10r{:5606 Six Feria Reed.guff 3 Relish*,NC 2760a MAY,li0 ADORES&1632 Man Saryic°Center,Reieth,NC 27699.1632 WwW Aov • re. 91-707-55554 • Fix 1H1144 3072 AN EQlii..OPpp{ p IIAFFW,}ATNE ACT taFIXI,-EZ SDK . & FIIRESTRY RERVICES OF THE CAROLINAS, PA www.soilandforestryservices.com Project#: 23-0015 September 6`h, 2023 VR Farms LLC Attn: Ray Short Email:vrshortjr@aol.com RE: Soil&Site Evaluation for a 4 Bedroom Residence at Saddlebrook Subdivision Lot 7,0.77 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 survey 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 Survey 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 nine backhoe pit locations on the property flagged and located via tape measure. Eight of the nine 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 7 (See Attached Design) The septic layout for this lot (9' centers)yielded a total of 715 linear feet of line.The primary system is proposed as 268 linear feet of PPBPS(50% Reduction) drainfield with gravity distribution.Trench depth is specified at 30 inches (Low Side).The repair system is proposed as 320 linear feet of Modified Conventional (50% Reduction) drainfield with low pressure distribution.Trench depth is specified at 30 inches(Low Side).There is 447 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 4 Date 4 Print Name v�� 4„�t�� +tip✓�7� 3o"fit 'j Signature trV—r'uvuy "�C /0174.1% The LSS evaluation shall include a statement b-aringthe LSS seal and signature that reads as follows: g "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 7-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 aud•.forestry services. ,5 OIL ..�_^ Sincerely, �p C f� --- JAL • RC>�,' ,�� z z f t 1.f(JINN'.R{ A.., • 4 ,F' 123� �0 Op C- S.Ashley Rollans, LSS NO RTN Attachment: Septic Design SOIL & FORESTRY OF THE CAROLINAS, PA www.soilandforestryservices.com Attached is a proposed design for an Modified Conventional Septic System with gravity dist. for a 4 bedroom single family residence at Saddlebrook subdivision, Lot 7 Sherrills Ford,NC Catawba County,PIN#(460904507318) Contents: Page Information for the Installer - 1 Design Information Design Specifications 2-3 Layout Specifications 4 Site Plan/System Plan - 5 Calculations 6 Profile Descriptions r -- 7 Application for Services ` --- Cr ---- 8 ' O/ fit <</ !.,` s'VIA?E ` IP Form - -�1C' '` - -= -��: ; -1ffp ;1 CA Form - -- 10 tn A. F 123A O NORTH G'' September 6,2023 Project#: 23-0015 Design By: Soil& Forestry Services of the Carolinas,PA 1 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. - Repair is specified as a PPBPS with low pressure distribution installation. 2 GRAVITY PPBPS SYSTEM FOR WASTEWATER TREATMENT Applicant: VR Farms LLC Address: 7172 Long Island Rd Catawba,NC 28609 Phone: 704.516.2344 County: Catawba Location: Bridle Court- Lot 7 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: 268 Loading Rate (gpd/ft.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: 24 in. Septic Tank Size: 1000 Estimated Supply Line Length: 6 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 Bridle Court- Lot 7 PPBPS SYSTEM DESIGN FLOW(gpd): 480 SOIL APPLICATION RATE (gpd/ft.2): 0.3 TOTAL AREA TRENCH BOTTOM: 536 TOTAL LATERAL LENGTH: 268 NUMBER OF FIELDS: 1 LATERAL LENGTH REQUIRED PER FIELD: 267 SUPPLY LINE LENGTH: 6 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 -Bridle Court- Lot 7 Project#:23-0015 LAYOUT FOR 4 BEDROOM HOME 9/6/2023 FLAG FLAGGED DESIGN LINE# COLOR i3.5 HI FS ELEVATION LINE LENGTH LINE LENGTH TBM INSTR. 1 I PINK 75 67 2 ORANGE 39 39 3 RED 67 67 4 YELLOW 79 67 5 BLUE 120 67 6 PINK 20 20 7 RED 73 73 8 ORANGE 124 124 9 YELLOW 118 118 Total 715 642 SOIL Low srbf.._ LINE LTAR SYSTEM LTAR TRENCH TRENCH LENGTH GPD/FT2 TYPE GPD/FT2 SYSTEM DISTRIBUTION DEPTH *System 268 0.300 MOD.CONY 0.300 PPBPS GRAVITY 30" Repair 447 0.250 MOD. CONV 0.250 PPBPS LOW 30" PRESSURE Notes: **All measures in feet **Nitrification lines are demonstrated on contour via colored pin flags **Nitrification lines were located by GPS&Tape Measure • GRAVITY PPBPS SPECIFICATIONS -Bridle Court- Lot 7 SYSTEM Liejf Color Elevation Length }tole Size Flow/hole '1 reach Area #of Panels 1 PINK N/A 67 NM NM 134 15 3 RED NM 67 NM N/A 134 I 4 YELLOW N/A 67 NM NM 134 15 5 BLUE NM 67 NM N/A 134 15 536 60 total feet = 268 gal/min= N/A Des.Flow 360 Pump Run= N/A soil LTAR 03 LTAR+5% 0315 LTAR with mod. 0.6 LIAR with mod..+5% 0.63 % , % 3 (310- o /98, r. , \i, e 0 18o/� (1`'s�- CAo \ s- A IC :- -0 -4. cY b4 00 AbsfU S V 10, t,g, AU L & 0-j# nS3SN ov �o 4 I be v 4O oi S I _ a - J � .Av � O ` -- s C 0/ -1 A 9 ic sA d _ �oti 1 0� �- � v gV9L • e ca3 • ,8a L0 S o -c o x\ C-) AV/ 0) ,p� o 0 IZ\D • � �� � 'o % � • , c/) C,�7 CV °1 Cl) of • N 05-� awe 00 3 7 O g E w , c.r► 270. 60 ' o ,oar. 0\--)i c,\ 2 O 7 CALCULATIONS Location Bridle Court- Lot 7 Sherrills Ford, NC 28673 Project Number 23-0015 Lot No: 7 No. of Bedrooms 4 Design Flow 480 gal/day LTAR 0.300 gal/ z ft day PPBPS? (YES OR NO) YES Supply Line Length 6 ft. Supply Line Volume 3.918 gal. FRICTION FACTOR INTERPOLATER Required Feet of Line 266.6667 ft. 2" SCH 40 PVC Amount of Line from Layout 268 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 fdfA (y) -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. Sheet 1 of 1 PROPERTY ID#: 460904507318 ' COUNTY: _ Iredell SOIL/SITE EVALUATION for ON-SITE WASTEWATER SYSTEM (complete all fields in full) OWNER: VR FARMS LLC APPLICATION DATE: ADDRESS: 7271 Long Island Rd.Catawba NC 28609 DATE EVALUATED: 1/31/2023 PROPOSED FACILITY: 4 Bedroom Residential-480 GPD PROPERTY SIZE: 33,839 SF LOCATION OF SITE: Saddlebrook subdivision,Sherrills Ford NC 28673-Lot 7 PROPERTY RECORDED: NO WATER SUPPLY: ❑Private ❑ Well ❑ Spring ❑' Other County water EVALUATION METHOD: ❑Auger Boring 0 Pit ❑Cut TYPE OF WASTEWATER: E Sewage ❑ Industrial Process ❑ Mixed P R O SOIL MORPHOLOGY OTHER .1940 (.1941) PROFILE FACTORS F LANDSCAPE HORIZON PROFILE I POSITION! DEPTH CLASS E SLOPE°/ (IN.) .1941 .1941 .1942 .1943 .1956 .1944 8 LTAR STRUCTURE! CONSISTENCE! SOIL SOIL SAPR RESTR TEXTURE MINERALOGY WETNESS! DEPTH CLASS HORIZ rnt nR 0-8 BSCLWFSBK FRSSSPSEXP 8-36 BRCWFSBK/ABK FRSSSP 1 L/5% 36-60 RBCLWFSBK FRSSSP FEW TO C SAP 60" N/A PS 0.3 INCUL 0-8 BSCLWFSBK FRSSSPSEXP 8-34 BRCWMSBK FRSSSP 2 L/11% 34-50 RBCLWFSBK FRSSSP FEW TO C SAP 50" PS N/A PS 0.3 50-62 VARSLMASS FRSSSP INCUL 0-16 BSCLWFSBK FRSSSPSEXP 16-41 RBCWMSBK FRSSP 3 L/6% 41-61 BRCWFSBK/ABK FRSSSP C FE DEPL 61" N/A PS 0.25 0-9 BSCLWFSBK FRSSSPSEXP 9-39 BRCWMSBK FRSSP 4 L/6% 39-66 RBCLWFSBK FRSSSP FEW TO C SAP 66" N/A PS 0.3 INCUL 0-6 BSCLWFSBK FRSSSPSEXP 6-33 RBCWFSBK/ABK FRSSSP 5 L/6% 33-52 RBCLWFSBK FRSSSP C TO MANY SAP 52" PS N/A PS 0 3 52-67 VARLMASS FRSSSP INCUL 0-7 BSCLWFSBK FRSSSPSEXP 7-37 BRCWMSBK FRSSP 6 L/6% 37-63 RBCLWFSBK FRSSSP 63" N/A 0.3 0-10 BCLWFSBK FRSSSPSEXP -,.tea 10-26 BRCWMSBK FRSSP TT / 83 L/8% 26-61 RBCLWFSBK FRSSSP C.SAP INCLU 61" ' ' S Q i ` S 111[ PS0.3-325 0-12 BSCLWFSBK FRSSSPSEXP -` ,`' �_.�r . / ` 1/5\\ 12-24 RBCWMSBK FRSSP L-- , " 1,' , �� i 84 L/8% 24-64 RBCLWFSBK FRSSSP FEW SAP INCLU K41+. �� �'• '' ^i•' r ✓" PS0.3-.325 wry 0-7 BSL GR FR SS SP SEXP . _- ' 1. '.-' L? 7-13 RBCL WFSBK FR SS SP , u 7? I' .. !c,, 85 L/5% 13-31 BRC WMSBK FR SS SP If4 ",. ,t� � / S0.3-.325 31-64 RBCL WFSBK FR SS SP •,°,,,./., r �-� { 116 10 - I/f'►. .2.3 �� A 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%-Gravity PPBPS-50%-Low Pressure OTHER(S)PRESENT: Chad Wagner&Mason Freeman Site LTAR 0.3 0.25 COMMENTS: