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HomeMy WebLinkAboutAUTH-11-2023-208962 ,zip. '. J Permit#:/1,th-11-204s-z 08 f`b L I CONSTRUCTION AUTHORIZATION FOR G.S. 130A-335(a2) County: C.K5 CWJ)06� PIN/Lot Identifier: 4 ,1,0'1 (- q Issued To:la).. \-'tn L& ,r,5 Property Location:5\S S. rrl Aktt 0\aNdt,r, ob O AOWE/PE Plans/Evaluations Provided: Yes Er No 0 if yes,name and license number of AOWE/PE O yvttAI r- hl 12 )0 L'lOO&")€ Facility Type:C- `d 0., 0-New 0 Expansion 0 Repair 0 System Relocation E Change of Use Basement? 0 Yes [q-No Basement Fixtures? ❑Yes Type of Wastewater System* iA C .. Q4CCX (Initial) `Please include system classification for proposed wastewater system types in accordance�h PtAC A.1961 Table V(a) (Repair) Design Daily Flow:L&c6 0 GPD Wastewater Strength:gt [ `domestic 0 high strength ID process Session Law 2014-120 Section 53,Engineering Design Utilizing Low-flow Fixtures and Low-flow Technologies? 0 Yes (if yes,please provide engineering documentation) Installation Requirements/Conditions Septic Tank Size: 100e) gallons Total Trench/Bed Length: — feet Trench/Bed Spacing: (1 feet on center 7 Trench/Bed Width: >( inches LTAR: 0-tab gpd/ft2 Soil Cover: Inches Slope Corrected Maximum Trench/Bed Depth*: ,--' inches =Measured on the downhill side of the trench Aggregate Depth: Inches above pipe inches below pipe inches total Pump Tank Size(if applicable): LOOU gallons Requires more than 1 pump? 0 Yes 0 No Pump Requirements:�6'66ft.TDH vs.ZL L 9GPM Grease Trap Size(if applicable): gallons Distribution Method: ❑Serial ❑D-Box or Parallel El-Pressure Manifold(s)( ) ❑LPP ❑Other: Artificial Drainage Required: Yes❑ No Q-ityes,please specify details: Legal Agreements(If the answer is"Yes"to any type of legal agreements,please attach a copy of the agreement.) Multi-party Agreement Required 1.1937(h)]: ❑Yes [-No Easement,Right-of-Way,or Encroachment Agreement Required[.1938(i)1: 0 Yes [a}No Declaration of Restrictive Covenants: : Yes R1io Pre-Construction Conference Required: Yes❑ No El' Conditions:See_ c S\gY,'1 F f o- r- f-ia°LS 1-: n (- .t5.e. hi u5� (oQ .5d.c. A-.ik 'e ( ('A The construction and installation requirements of Rules.1950,.1952,.1954,.1955,.1956,.1957,.1958,and.1959 are incorporated by reference into this permit and shall be met. Systems shall be installed in accordance with the attached system layout. AOWE/PE Print Name ,( ve..\ (26 S 1�i Expiration D te: AOWE/PE Signature ° ice" i 1 - Date: 1(. 3/23� tt'v.! ito ,?.,,., This AOWE/PE submittal is pursuant to and meets the requirements of G.S.130A-335(a?l aS).. f,� % i' , NWM;,-ni: +: Mt Z�' :A1CO27E'� *See attached site sketch* %`= •. • ti s l l Permit Auth-11-2023-208962 515 8th Ave, Maiden This Section for Local Health Department Use Only initial submittal received: 11/1�'2023 by RP Date initials G.S. 130A-335(a5)states the following: When an applicant for a Construction Authorization,or an Improvement Permit and Construction Authorization together,submits a Construction Authorization,or an Improvement Permit and Construction Authorization application together,the permit fee charged by the local health department,the common form developed by the Department and any necessary signed and sealed plans or evaluations conducted by a person licensed pursuant to Chapter 89C of the General Statutes as a licensed engineer or a person certified pursuant to Article 5 of Chapter 90A of the General Statutes as an Authorized On-Site Wastewater Evaluator,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 Construction Authorization or improvement Permit and Construction Authorization includes all of the required components.If the local health department determines that the Construction Authorization or Improvement Permit and Construction Authorization is incomplete,the local health department shall notify the applicant of the components needed to complete the Construction Authorization or Improvement Permit and Construction Authorization.The applicant may submit additional information to the local health department to cure the deficiencies in the Construction Authorization or improvement Permit and Construction Authorization.The local health department shall make a final determination as to whether the Construction Authorization or Improvement Permit and Construction Authorization 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 applicant may apply for the building permit for the project upon the decision of completeness of the Construction Authorization or Improvement Permit and Construction Authorization by the local health department or if the local health department fails to act within five business days.The Authorized On-Site Wastewater Evaluator or licensed engineer submitting the evaluation pursuant to this subsection may request that the local health department revoke or suspend the Construction Authorization or Improvement Permit and Construction Authorization for cause.Upon written request of the Authorized On-Site Wastewater Evaluator or licensed engineer,the local health department shall suspend or revoke the Construction Authorization or Improvement Permit and Construction Authorization pursuant to G.S. 130A-23.The Department shall develop a common form for use as the Construction Authorization. The review for completeness of this Construction Authorization was conducted in accordance with G.S. 130A-335(a5). This Construction Authorization 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 AOWE/PE and the Applicant on Dote State Authorized Agent: Date: ©Complete I L State Authorized Agent: Date of Issuance: 11/27/2023 This Construction Authorization is issued pursuant to G.S.130A-335(a2)and(a5)using the signed and sealed plans or evaluations attached here.This Construction Authorization is subject to revocation if the site plan,plat,or the intended use changes. The Construction Authorization shall not be affected by a change in ownership of the site. This Construction Authorization 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 plans,evaluations,preconstruction conference findings,submittals,or actions from a person licensed pursuant to Chapter 89C of the General Statutes as a licensed engineer or a person certified pursuant to Article 5 of Chapter 90A of the General Statutes as an Authorized On-Site Wastewater Evaluator in GS 130A-335(a2),(a5),and(a7).The Department,the Department's authorized agents,and the local health departments shall be responsible and bear liability for their actions and evaluations and other obligations under State law or rule,including the issuance of the operations permit pursuant to GS 130A-337. Construction Authorization Expiration Date: 11/27/2028 *See attached site sketch* G.S. 130A-335(a2)Common Form 5 V.2023.07 SOIL & FfRES1RY SERVICES OF THE C:AROLINAS, PA www.soilandforestryservices.com Project#:23-0114 September 25`h,2023 Dustin Lawing Attn: Dustin Lowing Email:dustinlawing@gmail.com RE: Soil&Site Evaluation for a 4 Bedroom Residence at 515 S.8th Avenue,8.977 ac Parcel, PID#364610355479, Maiden, NC 28650,Catawba County, NC. Dustin: 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 except the cleared area for house and primary septic field.Topography within the evaluated area was gentle slope near the house site with gentle percentage of slope in the proposed drainfield area. Property lines and corners were marked at the time of the evaluation by Helton Surveying&Mapping, PLLC. The Surveyor provided an Autocad File of the survey as a basemap. The proposed septic layout was located via GPS& tape measure which was used to produce the attached Site Plan.The house envelope/pool was pinned in the field by the owner. Methodology We evaluated soil areas through the use of auger borings& backhoe pits(previously dug). Soil morphological conditions including color,texture, structure, etc.were reviewed in the field with four boring locations and 5 backhoe pits on the property.They were flagged and located via GPS. All of the auger borings and 4 of the backhoe pits are located in the proposed septic areas.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 GPS.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. 515 S.8th Avenue- PID#364610355479(See Attached Design) The septic layout for this lot(9'centers)yielded a total of 543 linear feet of line.The primary system is proposed as 500 linear feet of Accepted (20%Reduction)drainfield with pressure manifold distribution. Trench depth(Low Side) is specified at 30 inches.The repair system is proposed as 534 linear feet of Accepted (20% Reduction) drainfield with pressure manifold distribution. Trench depth (Low Side) is specified at 20 inches.An on-ground layout of the repair field was not performed.There is 20,000 SF of suitable area designated for the Repair.This is more than sufficient available space for the system specified. Field contours will be established upon installation of repair. Session Law Requirements All information needed to issue the IP must be submitted with the application.The application shall include all information described in 1SA 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 1 / Date Print Name , JUST.1 G-6;G� 1 t'J ie Signature r l)(r J-fir...— 1 I- 13 - 2-3 The LSS evaluation shall include a statement bearing the LSS seal and signature that reads as follows: "The LSS evaluation is being submitted pursuant to and meets the requirements of G.S. 130A- 335(a2)." Disclaimer This report reflects the findings of S&FS, PA. This LSS evaluation is being submitted pursuant to and meets the requirements of G.S. 130A-335(a2)."Any site modifications that impact the proposed septic areas on the site may nullify this design for 515 S. 8th Avenue-PID#364610355479.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 - ir:*Y"r37A, - ion. S&FS also offers septic system inspection, wetland . delineation and forest - lcesS 0 I L sc c, B A R f< O� Sincerely, CAL 4J` .,,,,iAif, r ciy 2A VI Vs....:. i: riot- <z- 12 31 , vl S.Ashley Rollans, LSS �'A" �,P�`� Attachment: Septic Desi. N•u • - or 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 become invalid. Applicant Si T)GI'Ll--. Date: ) 1- 13 2-3pp gnature: NV Owner's Signature: � �`. Date: 11 - /3 - 23 Vir FURESTRY RE VUUE III ffif 1 .11!I if If / A F'.1 www.soilandforestryservices.com Attached is a proposed design for an Accepted (25% reduction)Septic System with Pressure Manifold distribution for a 4 bedroom single family residence at 515 S.8th Avenue, Maiden,28650 Catawba County,NC.PILO(364610355479). Contents: Page Information for the Installer 1 Design Information Design Specifications 2_3 Layout Specifications • 4 System Tapsheet 5 Pressure Manifold Diagram 6 Site Plan/System Plan 7 Calculations 42��__s.o1,�__�C 8 Profile Descriptions -� - �"A. ROE- �'k 9 •Srnt�rt �9 ApplicationT.-='- --- - ,.. , 4y, • lent provided r IP Form ---- 4`. - ' , . 10 CA Form !.'• A.-- F P Ov 11 ri,' NORTH C September 25,2023 Project No.23-0114 Design By: Soil&Forestry Services of the Carolinas,PA I J 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 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. - 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. 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 an Accepted 25%reduction installation w/Pressure Manifold. - Repair is specified as an Accepted 28%reduction installation with Pressure Manifold. - Rake trench walls, lime sidewalls, install trenches 36" wide and have no more than 1/4" fall in 10 feet. 2 PRESSURE MANIFOLD SYSTEM FOR WASTEWATER TREATMENT Owner/Applicant: Dustin Lawing Address: 515 S.8th Avenue Maiden,NC 28650 Phone: 828.217.3525 County: Catawba Location: see above Source of Wastewater Flow: 4Bedroom Single Family Residence Estimated Daily Wastewater Production: 480 gpd System Flow: 22.69 Design Specifications Drainfield Size: 500 Loading Rate: 0.25 Depth of Gravel in Trench: NA(25% reduction ) Gravel Size: NA(25% reduction ) Trench Depth (low side): 30 in. Repair Trench Depth 20 in. Trench Width: 36 in. Septic Tank Size: 1000 Pump Tank Size: 1000 Estimated Supply Line Length: 134 Supply Line Diameter: 2 in. SCH 40 PVC Supply Line Volume: 23.32 Dosing Volume: 228.55 Supply Manifold: 4 in. SCH 80 PVC Supply Manifold Length: 4 ft. (minimum) 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: 2.39 Elevation Head: 10.10 Total Dynamic Head: 16.66 Threaded Union: In Tank Gate Valves: 1 in Tank 1 at Pressure Manifold Check Valves: In Tank Anti-Siphon Hole: NA Additional Comments: Soil suitability was performed by Soil& Forestry Services of the Carolinas, PA. 3 515 S. 8th Avenue PRESSURE MANIFOLD DESIGN DESIGN FLOW: 480 SOIL APPLICATION RATE: 0.25 TOTAL AREA TRENCH BOTTOM: 1500 TOTAL LATERAL LENGTH: 500 NUMBER OF FIELDS: 1 LATERAL LENGTH REQUIRED PER FIELD: 480 SUPPLY LINE LENGTH: 134 TOTAL DYNAMIC HEAD: 16.66 MANIFOLD SIZE: 4 in.SCH 80 PVC DOSING VOLUME: 228.55 PUMP TANK DRAW DOWN*: 10.9 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 Specifications-515 S. 8th Avenue Project#:23-0114 LAYOUT FOR 4 BEDROOM HOME September 25,2023 FLAG FLAGGED DESIGN LINE# COLOR BS HI FS ELEVATION LINE LENGTH LINE LENGTH TBM (TOG@OAK) 2.90 102.9 100.00 HOUSE (left rear) 6.70 96.20 PUMP TANK 8.00 94.90 INSTR. 1 1 YELLOW 3.70 99.20 70 70 2 BLUE 4.00 98.90 73 70 3 PINK 4.40 98.50 79 70 4 RED 4.80 98.10 86 82 S ORANGE 5.20 97.70 87 82 6 YELLOW 5.70 97.20 53 42 7 BLUE 6.20 96.70 48 42 8 PINK 6.80 96.10 47 42 Total 543 500 SOIL LOW SIDE LINE LIAR SYSTEM LTAR TRENCH TRENCH LENGTH GPD/FT2 TYPE GPD/FT2 SYSTEM DISTRIBUTION DEPTH *System 500 0.250 ACCEPT. 0.250 25%RED PRESSURE 30" MANIFOLD Repair 534 0.225 ACCEPT. 0.225 25%RED PRESSURE 20" MANIFOLD Notes: **All measures in feet **Nitrification lines are demonstrated on contour via colored pin flags **Nitrification lines,pits,borings,house and pool were located by GPS. I 5 PRESSURE MANIFOLD TAPSHEET-515 S. 8TH AVENUE SYSTEM Line# Color Elevation j,enetl* bole Size Flow/Tan Trench Ares Une LIAR 1 YELLOW 99.20 70 CONNECTED 2 BLUE 98.90 70 CONNECTED 3 PINK 98.50 70 CONNECTED TOTAL LINES 1-2 98.50 210 SCH 80 3/4 10.1 630 0.18 4 RED 98.10 82 CONNECTED 5 ORANGE 97.70 82 CONNECTED TOTAL LINES 4-S 97.70 164 SCH 40 1/2 7.11 492 0.15 6 YELLOW 97.20 42 CONNECTED 7 BLUE 96.70 42 CONNECTED 8 PINK 96.10 ¢2 CONNECTED TOTAL LINES 6-8 97.20 126 SCH 801/2 5.48 378 0.15 total feet = 500 gal/min= 22.69 Des.Flow 480 Pump Run= 10.07 soil LTAR 0.25 LTAR+5% 0.2625 LTAR with ACCEPTED 0.333333333 LTAR with ACCEPTED+5% 0.35 , N .` W 0 N) O O� I /Lr V. i , Ar u• • 'WS J. 'ee '33. ,'T 8.97'7 ACRES RECOMBINED SCALE 8 ;4♦'2 le, (; ;K..>`'• 1 " =60' •• {'l'; I D. CAWING o ® DEEb\3795-073 in 00 i Nt: _55.15/'r• g2 2-) n pril 20,000 SF dW 0 c • `PF`Q -p ACCEPTED REPAIR 20" DEPTH N .- y LOW SIDE. LTAR 0.225, 533 LINEA', o •• OG FEET REQUIRED ON CONTOUR. TIES LLC �0� 4 �`� 404 o z � 5 v 6� 4' Ai 45'NGLE O , '32f, -'37" - _ - N7g'_ , '06„ w w 202. i ._- REMNANTS MEANDERS WITH E N 6so6, 26" �� ,395 •t r 1 • z OPp 'yy/ �1PMv 49.13' 75.12' S ` to 198.26' / o) S 87'59 37 E :') S �— -- �,_ o _ ?0 N 85'30'39" E N00r 3..26' 65.21' ; N 8p'14'03 f 90.33 O eR-14/0 - �� , ,N,'. oil ii III �, iv = o NOR oI ��2 O��G in 0 O7�L F N/ �. .. SCALE �' e a 8.977 ACRES RECOMBINED 1" =60' � ---- D. CAWING tiD DEE 795-073 ..1 :_, b �7 CO N �'1 ® 000 J W SF d^ WILUAI TEu WAR 20'DEPTH'Q LOIN!DE LTM 0.725 ElJ3 o DEED 291. FEET MIMED D ON OOIETOUR ROPERTIES LLC Lo IIa: ® 3 158-1404 Z ' i 1:14:1:1C ES / i1E Ot. -lam o 1♦ 241 E 11a1iLL1.ItII� to Aim:el ffiir Q Li'- 241E FiYY7kY1E1• ice, 501 F10 �E• 7874 08 W I�C1mo1:1$.3:11 �� 2�2 f� [�S 811E AI REMNANTS OF FENCE iu �1♦s 75'3 MEANDERS WITH BOUNDARY LINES �� .�'4 /.. " [U. ='3 [MINN 03'5 NNE'S 81'3. NsS T; 81' AlmINF 1. `�� �9`Sbs MSS _41. 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I G 1 IIIIIiiniIF hilt ullilli01nn' Mid__ I a z I I 1iiiiiIIiIIhuh I b rn !! 11 4 i q 10 s 1 I 2, p •4 i g 1; " - 21-' “ 0 4=iYi % Z gl g' E g VP ci-J • L11 ; ill i " 5 o gN N i O 1 1 " 1 o ` 1 8 CALCULATIONS Location 515 S. 8th Avenue Maiden, NC 28650 Project Number 23-0114 Lot No: NA No. of Bedrooms 4 Design Flow 480 gal/day LTAR 0.250 gpd/w 25% RED.? (YES OR NO) YES Supply Line Length 134 ft Supply Line Volume 23.316 gal. FRICTION FACTOR INTERPOLATER Required Feet of Line 480 ft. 2"SCH 40 PVC Amount of Line from Layout 500 ft. GPM f 20 0.84 Gallons per Minute 22.69 gal/min -0.88 25 1.27 Required Septic Tank Capacity 1000 gal. -1.28 Minimum Standard Tank Size 1000 30 1.78 -1.76 Lateral Line Volume 326.5 gal. 35 2.37 -2.25 Dosing Volume 228.55 gal. 40 3.03 Note: Dosing Volume based on 70%of 43.07 3.48 lateral line volume 45 3.77 48.14 4.28 50 4.58 57.11 5.89 60 6.42 Tank Draw Down 10.9 Generic Draw Down of 21 gainer in. Pump Run Time 10.07 minutes Elevation Head 10.1 ft. Pressure Head 2 ft. Friction Factor 1.78 ft./100 ft. (From the interpolater.) Friction Head 2.39 ft. Total Dynamic Head (+15%) 16.66 ft. Sheet 1 of 1 PROPERTY ID#: 364610355479 COUNTY: Catawba SOIUSITE EVALUATION for ON-SITE WASTEWATER SYSTEM (complete all fields in full) OWNER: Dustin Lawing APPLICATION DATE: ADDRESS: 120 Rockin J Rd Maiden NC 28650 DATE EVALUATED: 9/7/2023 PROPOSED FACILITY: 4 bedroom Residence PROPERTY SIZE: 8.98 LOCATION OF SITE: 515 S 8th Ave Maiden NC 28650 PROPERTY RECORDED: yes WATER SUPPLY: ❑' Private CI Well ❑Spring 0 Other EVALUATION METHOD: CI Auger Boring 2 Pit ❑Cut TYPE OF WASTEWATER: Q Sewage 0 Industrial Process ❑ Mixed P R O SOIL MORPHOLOGY OTHER .1940 (.1941) PROFILE FACTORS PROFILE F LANDSCAPE HORIZON DEPTH CLASS L POSITION/ (IN) &LTAR E SLOPE% ,1941 .1941 •1942 .1943 .1956 .1944 STRUCTURE! CONSISTENCE/ SOIL SOIL SAPR RESTR TEXTURE MINERALOGY WETNESS/ DEPTH CLASS HORIZ rnl na 0-8 BSLGR FR SS SP PS 0.275 SHALL 8-29 RBCWMABK FR SS SP fsap PS 0.3 DEEP P1 U5% 29-48 RBCLWFSBK FR SS SP f-csap 48 0-5 BSLGR FR SS SP 5-34 BRCWMABK/SBK FR SS SP fsap P2 U5% 34-48 RBCLWFSBK FR SS SP fsap 48 PS 0.3 0-7 BSLGR FR SS SP 7-34 BRCWMABK/SBK FR SS SP fsap P3 U5% 34-48 RBCLWFSBK FR SS SP csap 48 PS 0.275-0.3 0-14 BSLGR FR SS SP 14-33 YBSCWMSBK F SS SP cFe conc/depl P4 U6% 33-48 YRSCWMSBK F SS SP cFe 48 PS 0.225 0-7 BSLGR FR S5 SP 7-39 BRCWMABK/SBK F SS SP fyell litho P5 U6% 39-50 RBCLWFSBK FR SS SP fsap 50 PS 0.275-0.3 0-14 BSLGR FR SS SP 14-23 YBSCLWFSBK FR SS SP B1 U6% 23-40 YRSC/CWMSBKJABK F SS SP fFe 50 PS 0.25 40-50 RBCUSCLWFSBK FR SS SP csap 0-11 BSLGR FR SS SP 11-25 BRCWMSBK F SS SP Q O IL S` B2 U6% 25-50 RBSCLWFSBK FR SS SP -csap ,�r 1/4,- ����""1� �f/ PS 0.3 0-7 BSLGR FR SS SP ,� -_,1,. .. ` ' 7-50 BRCWMSBWABK F SS SP -f-c Fe L1 ? `�i �' "' .tip lir I 83 V7% s�+ c `7 'r y i�f i i 1 .t /{// 25 0-12 BSLGR FR SS SP tJ � . 12-39 RBC/SCWMABK/SBK F SS SP _fsap cFe chr3 ' (.(\ B4 U5% 39-50 RBSCLWFSBK FR SS SP _csap 50n .\ �5 qP .225 - 4Jili. / ti 'fir �v ! 123 ,,..,Or -. 1 NO RT �P DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM OTHER FACTORS(.1946): SITE CLASSIFICATION(.1948): PS Available Space(.1945) PS PS EVALUATED BY: Ashley Rollans System Types(s) ACCEPTED W/PM ACCEPTED W/PM OTHER(S)PRESENT: Chad Wagner Site LTAR 0.25 0.225 COMMENTS: -