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HomeMy WebLinkAboutIMPV-10-2023-206793.tif IPermit#:/m Q11.10.70 3-,)60 3 ROY COOPER•Governor NC DEPARTMENT OF KODYH.KINSLEY �:, r ' `:1 HEALTH AND •secretary '~i HUMAN SERVICES DeputySecretary ' MARK BENTON•De u for Health SUSAN KANSAGRA•Assistant Secretary for Public Health Division of Public Health Submittal Includes: (a2)Improvement Permit N510 Construction Authorization 0 Fee$ IMPROVEMENT PERMIT FOR G.S. 130A-335(a2) County: eA/A0)(\ PIN/Lot identifier: LJ(10 61 t'7I1 8967 I Issued To: ROel u+.ialbri‘k !' Property Location:L/3L BC431- -1- 6+1 She rri11S - rt.;i NC <Q8t)73 Subdivision(if applicable) Cd,e,WJc ,/ 7 Lot#: Block: Section: LSS Report Provided: Yes C No 0 If yes,name and license number of LSS: Sclhgatl itshlty -Rpllnns -F 051 New El."------ Expansion ❑ System Relocation ((�� {� II El Change of Use 0 Proposed Structure: _( 3t{ rrinrn Re i Cl e,1/-,6, ) Number of bedrooms: �� Number of Occupants: a Other: Design Wastewater Strength:CEKTnestic 0 high strength ❑industrial process Proposed Design Daily Flow: 960 ,My� CI �! Proposedr� l LTAR(initial): 0'3 Proposed LTAR(Repair): O. Proposed Wastewater System Type•:!1/Cr/,C Cem-5U`l�.`Krc1- `vw rf o. jnitial) Pump Required: s No *• �' der �r' l � �`� ❑ ❑May be required Proposed Wastewater System Type l ntl i 4,i 644-5 () iJ I. rrsswc (Repair) Pump Required: es ❑No ❑May be required *Please Include system classification for pro osed wastewater system types in accordance with 15A NCAC 18A.1961 Table V(a) Saprolite System(initial):❑Yes to Saprolite System(repair):[]Yes _ Fill System(initial):❑Yes Ir Na If yes,specify:[]New 0 Existing (when adding more than 6 inches of fill to system area provide a fill plan) Fill System(repair):❑Yes o If yes,specify:❑New 0 Existing (when adding ore than 6 inches of fill to system area provide a fill plan) Usable Soil Depth(Initial): SO Usable Soil Depth(Repair): �v Max.Trench Depth(Initial)*: ?U Max.Trench Depth(Repair)*: 30 " *Measured on the downhill side of the trench Artificial Drainage Required: ❑Yes \E]No If yes,please specify details: Type of Water Supply:0 Private well ❑Public well 0 Shared ell unicipal Supply ❑Spring 0 Other: Drainfleld location meets requirements of Rule.1945: Yes No❑ Drainfield location meets requirements of Rule.1950: Yes No❑ Permit valid for: ive years(site plan submitted pursuant to GS 130A-334(13a)] 0 No expiration[plat submitted pursuant to GS 130A-334(7a)] Permit conditions: .ec desi.r• Licensed Soil Scientist Print Name: S, ut I {45111 S' Licensed Soil Scientist Signature: ^iS -r".t-u (f.../-,1--- `_ Date: ViegAs 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 LOCATION:5805 Six Forks Road,Building 3,Raleigh,NC 27609 MAILING ADDRESS:1632 Mail Service Center,Raleigh,NC 27899-1632 C' 173 www.ncdhhs.gov • TEL 919-707-5854 • FAX:919-845-3972 AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER Environmental Health 4134 Barbrick St Permit#: IMPV-10-2023-206793 This Section for Local Health Department Use Only Initial submittal received: 10/18/2023 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 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 Date State Authorized Agent: Date: ©Complete I A State Authorized Agent: • /�� �C"�"� Date: 10/18/2023 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 he 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: 10/18/2028 *See attached site sketch* G.S. 130A-335(a2)Common Form 2 V.2023.07 SOIL & FE11E TRY SERVICIS OF THE CAROL.INAS, PA www.soilandforestryservices.corn Project#: 23-0069 September 19th, 2023 Ron Cambria Attn: Ron Cambria Email:cambriacarsR A"-W Go++� RE: Soil&Site Evaluation for a 4 Bedroom Residence at 4134 Barbrick St, 0.61 ac Parcel, PIN#460717118987,Sherrills Ford, NC 28673, Catawba County, NC. Ron: 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 wooded 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 Don Allen &Associates Surveying. The Surveyor provided an Autocad File of the survey as a basemap. The house must be surveyed prior to Authorization to Construct. The proposed septic layout was located via GPS and tape measures which was used to produce the attached Site Plan. Methodology We evaluated soil areas through the use of auger borings. Soil morphological conditions including color, texture, structure,etc.were reviewed in the field with four boring locations on the property flagged and located via GPS. All four of the 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 boring.The house envelope was located via Autocad. 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 measure. Detailed system & repair information is summarized in the following paragraph for this Lot. e c 6 a septic111111111111111111 The Maul fO,'this i 1I`'cents.•^tl r•ee4td Attila 6L2 ,..;ear II ttrotxrsed as ab!di'il�is ream of c nt ktt of are, Tt1!pfittsa poopoi aso. Trench .4rde rea i C r.,;.,..,.;,�at.iI(SC%orti .tart drain a1'irittm is d+eu t+MtR of r.l,�¢ stile) i,pat.c;x„r.1 +. 2;i; !nct<r1 Pit f d it low P�at4re tficd Cia t ,»lams pPB 'id with systemhkr4 ii iaore ist as 267 7�liE+P+Ch depth;I.r}at,'1�udal it� !Sl.►9i Rrt�Lntle.''!) dt�Irt�+Edd'�Mt'th�N pe,-,:fr['N Alt ;a'1 Irct1ex. i arse Is �; ;meat�``� distribution. �Af a�rl Of 14 i itlt>Ie fOf tl }r. . �Ihi "'trt All I,nhOrrr.W[si61n rM!agelR+¢•i Isst:ae tits ilt 1-.- , att_►3a WI ��tlar<'naikar tad irrt*trd in 3�n tis• . s..�r ttrd ',h t.0 r3tFit:rtt.t,,. "ram ,rpp�llt;.atibn shill ct�lter►adrtt tit the I rt tuwr►er . r c '& .;I9e37l�.l s-. a nitd ty a 3it»d and dated �►r�s.ie j,i I repr* i )that raids as fcigw:: 17trJSS,2vr✓olugban,'s) crmAched tc r.": i f?vtit,w,ot%tort7atio +�'tt- G.$ t a'robe rid t4 hula'tLt IrT; .fT.! " t WIC PrintN,tntr 17 ^, ' .:. ` —Z.V. Tht d SS ewalty � sysod 0 st rzntwelt be r,;,is. ..,t, gnat and 1+t nature t u1 ra.adf.at f0';owl, ' d:5S e'>rr,'• 7r )sr As Lean sz.'vntriesy ,:...: tt t,7 Oaf meets Lhe rrqu«renrenel o{L. ;3 - 33'SgaQ'J ' This art'effects the fird jags of SiVSt, PA rk.:: a Klit, bdior is btn submittedpnaort to andrr the rpteirremrr r G,S 30A 3j if7,.': 1• air , adtflctkbnl that Impact the pn}pa1ed sa d p t<trtas an the tile Inkyk;da sign r}, 4:3. arbi ta Stntet-tot 7 PIPA4€0717118987. Systems , trt +.,: ernens s a, be ad read to for mst41111ore and Opltva'kns Permits to be tubett rhr licel Ho ary fi rii'k`r 4. f4 �! ar, L4 Mac6 . rtnult:ftres a Gnr_• !Mille b. ? Ou kt4 ec fiSu„ lease contsrt SP.r '�°l +l�"�!r°yt this report Of the i41�hrt;'!_. ' � ' you hasn't,arY quest;arty a!i �,........._ Situ; 07ger4 iti�tc rilitfr►inspection,'reel►1lrW di.,.rmation amd gp�ry M` ff i, •00A • r of \+, 1 ° a tt,+ •_. AittidI ; St, rkc Dievq, Reqz,rirtiti cr rrrIry o;f l4ealth c ptart:terttAV,r.117111.S il{; t9` .a41 is ` heal ,sir. 1 71 ajr dieStasttd tfreg t.hc ter.sr.ntrticr,aati4 trtts. ds re+q,rirrd Ln G.S. t344-3354;82).(1t3),165a.+nd(a6), ittiaclted to ti tf5 Appitrations are tci br trw ri i. e atr tm prOVVPrrit Authorization r n-:�+nt to G r. 3.Y34b•31V.11;•1:a .. i r►C':(eS;. I Lr i:and'that atithcrtzad pp�ty and start txriii lei are 8r.1111e0 rt`t t aline to shit p!c9eet r ihdir:ated Gn thy.ippitication to condutt ':t e}ta<-yy lfrOrct;ont ermir+t eorrpiijrwct w t!i t ppticaala• Wert ind rules. t whdttetand that If tev+.or-netk?ri it the arvi .t;tsis.i for an t,-p-c.wgtrterEt Prrnit 4rrcd ar:onytrrr(1jGn AL fatsaf,od,a t' 4104.or Ctrs s^te r4 a:t r ol- "h r y �;� Authorization ax i e 'rr °ttcr t Perm a rca)r+tartxtbn AAtsthortasRtCmr%ttauE!1a�tr,/-he trrp•,tlad, • Dote: !O r 1VIF SOIL & FORESTRY SERVICES Or 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 4134 Barbrick St,Lot# 7,(PIN#460717118987),Sherrills Ford NC,28673. 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 8 O SOIL SC Septic Application � - -- CLIENT a C 442 IP Form � _ `' S' / �_ a t s74 V. P' s. 14 fro, 12 31 Op N GP4 O RTH September 19,2023 Project#: 23-0069 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 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 darns, 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. 2 LP HPPBPS SYSTEM FOR WASTEWATER TREATMENT Owner/Applicant: Ronnie Cambria Current Address: 1252 River Hwy Mooresville,NC 28117 Phone: 828.265.8540 County: Catawba Location: 4134 Barbrick St Sherrills Ford,NC 28673 Source of Wastewater Flow: 4 Bedroom Single Family Residence Estimated Gallons Per Day Flow: 480 gpd System Flow: 25.26 gpm Design Specifications Drainfield Size: 267 Loading Rate (gpd/ft.2): 0.3 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: 68 Supply Line Diameter: 2 in. SCH 40 PVC Supply Line Volume: 11.83 Dosing Volume: 223.20 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: 1.21 Elevation Head: 17.30 Total Dynamic Head: 23.59 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 4134 Barbrick St LP HPPBPS DESIGN FLOW(gpd): 480 SOIL APPLICATION RATE (gpd/ft.2): 0.3 TOTAL AREA TRENCH BOTTOM: 534 TOTAL LATERAL LENGTH: 267 NUMBER OF FIELDS: 1 LATERAL LENGTH REQUIRED PER FIELD: 266.6666667 SUPPLY LINE LENGTH: 68 TOTAL DYNAMIC HEAD: 23.59 MANIFOLD SIZE: N/A DOSING VOLUME: 223.20 PUMP TANK DRAW DOWN*: 10.6 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 4134 Barbrick Street Project#;23-0069 LAYOUT FOR 4 BEDROOM HOME September 19,2023 FLAG FLAGGED DESIGN LINE# COLOR BS HI FS ELEVATION LINE LENGTH LINE LENGTH TBM 0.0 100 100.00 INSTR. 1 HOUSE CNR (RIGHT REAR) 18.00 82.00 P. TANK 17.00 83.00 1 RED 3.10 96.90 62 62 2 ORANGE 4.70 95.30 101 89 3 YELLOW 6.80 93.20 115 89 4 BLUE 9.20 90.80 127 89 5 PINK 10.70 89.30 130 130 6 RED 13.00 87.00 77 77 Total 612 536 SOIL LINE LTAR SYSTEM LTAR TRENCH TRENCH LENGTH GPD/FT2 TYPE GPD/FT2 SYSTEM DISTRIBUTION DEPTH(LOW SIDE1 *System 267 0.300 MOD. 0.300 PPBPS LOW 30" PRESSURE Repair 345 0.300 Mod. 0.300 PPBPS LOW 30" PRESSURE Notes: **All septic lines and borings located via GPS and tape measures **All measures in feet **Nitrification lines are demonstrated on contour via colored pin flags • LP PPBPS TAPSHEET-4134 Barbick St SYSTEM Line# Color Elevation J,ength Role Size Flow/hole Trench Area Number of Panels 2 ORANGE 95.30 89 0.156 0.41 178 21 3 YELLOW 93.20 89 0.156 0.41 178 21 4 BLUE 90.80 89 0.156 0.41 178 21 total feet = 267 gal/min= 25.262308 62 Des.Flow 480 Pump Run= 8.78 soil LTAR 0.3 LTAR+5% 0.315 LTAR with mod. 0.6 LTAR with mod..+5% 0.63 .156 equals 5/32 inch hole CURVE TABLE CURVE I RADIUS LENGTH BEARING I CHORD C1 292.70' 81.77' N 89'20'09" W 1 81.51' C.D.S. LINE TABLE EDGEWATER HOMEOWNERS LINE BEARING LENGTH ASSOCIATION INC. L1 S 82'36'59" W I 28.73' 2706/1521 VICINITY MAP*** �_______. EIP 580 44nE NO SCALE*** .03 c�1(. 89.96' / :53°- \\,_ EIP �� SITE`� Q tr co � � O. R;AR n, v 4, o F1 150 STSTEWALL O h ^ (1., ^ 'V Q- •tiV -•Q CO co 7' / ^) 0 LOT 6 & PT.5 :"' a JASON B. WHITE �o3 � 3431/0747 0�• wcD ryh Z� h�0 / 44 S / ^ �`"�o '•8s LOT 7 4' 0.61 AC.) ;��o o LOT 8 ________ ti et) JASON WHITE CoCD h cn 4 DANA WHITE a 3668/0168 ary EY4eS40 ^h /wry' O0SF V LANDSCAPE jEASEMENT 30' FRONT 111 (PB.61 PG.197) (v Q L1 EIP C1 �f) EIP EIP FIRE 1477' 54n� - R W HYDRANT 7319' BARBRICK ST (60' R/W) NOTES 0' 20' 40 1) THIS PROPERTY MAY BE SUBJECT 100' TO ANY EASEMENTS AND/OR RIGHTS OF WAY OF RECORD. LEGEND RCS 2) ACREAGE COMPUTED BY THE COORDINATE METHOD. E.I.P. = EXISTING IRON FOUND SCALE IN FEET 3) UNDERGROUND POWER I.P.S. _ #4 REBAR SET 4) NO GRID MONUMENT FOUND WITHIN 2000 FEET. R/W = RIGHT-OF-WAY 5) SETBACKS SHOWN PER PLAT CP = COMPUTED POINT PLAT BOOK 61 PAGE 197 VERIFY SETBACKS PRIOR TO ANY CONSTRUCTION 7 CALCULATIONS Location 4134 Barbrick St Sherrills Ford, NC 28673 Project Number 23-0069 Lot No: 7 No. of Bedrooms 4 Design Flow 480 gai'day LTAR 0.3 9ai/fl2da Y PPBPS? (YES OR NO) YES Supply Line Length 68 ft. Supply Line Volume 11.832 gal. FRICTION FACTOR INTERPOLATER Required Feet of Line 266.6667 ft. 2" SCH 40 PVC Amount of Line from Layout 267 ft. GPM f 20 0.84 Gallons per Minute 25.26231 gal/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 62 -2 25 Dosing Volume 223.20 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 10.6 Generic Draw Down of 21 gal.per in. Pump Run Time 8.84 minutes Elevation Head 17.3 ft. Pressure Head 2 ft. Friction Factor 1.78 ft./100 ft. (From the interpolater.) Friction Head 1.21 ft. Total Dynamic Head (+15%) 23.59 ft. Sheet 1 of 1 PROPERTY ID#: 460717118987.00 COUNTY: Catawba SOIL/SITE EVALUATION for ON-SITE WASTEWATER SYSTEM (complete al fields in full) OWNER: Ronald Cambria ADDRESS: 1252 River Hwy,Mooresville NC 28117 APPLICATION DATE: PROPOSED FACILITY: DATE EVALUATED: 5/24/2023 4 Bedroom Residential-480 GPD PROPERTY SIZE: 0.61 AC LOCATION OF SITE: 4134 Barbrick St,Sherrills Ford NC 28673 PROPERTY RECORDED: yes WATER SUPPLY: 0 Private 0 Well 0 Spring 0 Other Public EVALUATION METHOD: CI Auger Boring ❑Pit ❑Cut TYPE OF WASTEWATER: Sewage ❑ g 0 Industrial Process 0 Mixed P R O SOIL MORPHOLOGY OTHER F .1940 LANDSCAPE HORIZON (.1941) PROFILE FACTORS I POSITION/ DEPTH PROFILE L SLOPE% (IN.) CLASS — E .1941 .1941 .1942 .1943 .1966 .1944 8`LTAR STRUCTURE/ CONSISTENCE! SOIL SOIL SAPR RESTR # TEXTURE MINERALOGY WETNESS! DEPTH CLASS HORIZ FRSSS 0-12 BSLG cni ne 12-22 RBSCLWFSBK FRSSS 1 U10% 22-50 BRCWMSBK FRSSSP 50" PS 0.3 0-3 BSLG FRSSSP 3-30 RBCLWFSBK - FRSSSP 2 U20% 30-50 RBSCLWFSBK FRSSS FEW SAP 50" - PS 0.35 0-3 BSLG FRSSSP 3-11 RBSCLWFSBK FRSSS 3 U18% 11-23 BRCWMSBK FRSS 23-50 BRSCLWFSBK FRSS 50" PS 0.35 0-7 BSLG FRSSSP 7-50 BRCWMSBK FRSS F FE DEPL TO 15" 4 U12% 50" PS 0.3 30"+ 5 1".---7, cel:ic.'":)\.)..'..: . i :t 'ie /4. . _j Cr,i, i r, I - ,...„.„,r4ei , N/A .7.- zr;1-..r>y. -7-_) 8 N/A - ). 00 113 0�/ 9 No RTi4 �'` N/A 10 N/A 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-Low Pressure PPBPS-Low Pressure Site LTAR Site PRESENT: Chad Wagner&Mason Freeman 0.3 0.3 COMMENTS: