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HomeMy WebLinkAboutIMPV-03-2023-192314.tif 4*.. (..+,•rAW IL (01\I I. t.1,1:,: I\I r\-.03.202 3-192,14 .f. I'uhhe Health Department 1LIhtll. .i on 41gp, , Fri%itunmental Ilealth Ihsisiun I'IN+) 470003040364 . IS)Its 189 25 Ciosernmenl Dme Nesann.NC 28658 I.t)18 2 .7Fiji,'w Site Address: 7218 LONG ISLAND RD,CATAWBA NC 28609 Name on Permit: MICHAEL&PATRICIA DIXSON Property Size: Acres 2 89 Directions: NC 16, left onto Balls Creek Rd• right onto W Bandys Cross Rd, bear left onto Buffalo Shoals Rd,then immediately bear right onto E Bandys Crossroad, right onto Shernlls Ford Rd, keep left to get onto Long Island Rd. property on the left Owner/Authorized Representative Acknowledgement of Pcrrnit Receipt .ccrtitj that I am the insner or authorized agent tossner's authorisation required,representing the titsncr of propert> described atop c. �►�,As the property owner or authorized representative. I have received the above referenced .fil it(s)as requested in the application tbr service FNPR-03-2023-43721. by the following method(s): Received in Person Facsimile Transmittal (Return ti)rm with signature required) Electronic Image Transmittal! E-mail (Return receipt required) rt�11111► , to property owner or authorized representative I have res iesved and understand the specific conditions oi7t1*permit issued, and further understand that all applicable regulator> requirements specified under the North Carolina Laws and Rules for Sewage Treatment and Disposal Systems(15A NCAC 18A.1900), and/or Well Construction Standards(ISA NCAC 2C.0100), shall apple to the issuance of this permit and the construction ot'the wastewater system and or slater supply %yell permitted. Permit Issue Date: 03/27/2023 ,� Owner/Authorized Representative Sign: � Date � k _ :2 .- Documentation of Permit(s)Transmittal (permit transmitted by electronic or other means) Permit transmitted by Winne r,//,t'rsolr sending perniw SignatureE Date'Time ,.�1�Di)3 Method: Fax J Email US Mail Other Owner's request to send by the above indicated method of transmittal in lieu of signature We wantt tto hear from yoiPlease ttake a few momentts tto complette our custtomer service survey aft http://www.surveymonkey.com/s/ENCusttomerService r` l Chke 1 d PI& ac 1. ra,,i County: 141-0, ,,,,ib Ct.- 7 r� IMPROVEMENT PERMIT FOR G.S.130A-335(a2)/SL2022-11 PIN/Lot Identifier: . )l 0 0©I ,��0 L 0. 6 y- Issued To: f4rC-1 AC--( � 7 4.F/'ICI0. U1X�0'✓c 4 q n ) /+ �. r.Property Location: 7 Z Z._ Z-,3 r,...0 ,I-.S I e v�el Rj . Ca 4.4,� ( 7.2641 J r , r J j Subdivision: \/4'�-� Lot#: I' Block: Section: LSS Report Provided: Yes CJ No 0er r f( l ,j es,name and license number of LSS: ..i12'.i"^.(;€-I I'1.$ ''LL'Ga3 0j ,( tns F�- ( Z-5 p. New Repair 0 Expansion 0 System Relocation 0 Proposed Structure: t_I 8k Aii)G vt-Ge- Proposed Waste ter System Type: r(cL fled (Initial) /crtori4' ."04 (Repair) Fill System:❑Yes No If yes,specify:0 New 0 Existing (when adding more than 6 inches of fill to system area please provide a fill plan) Proposed Design Daily Flow:\1 qS° GPD Proposed LTAR(Initial): 0 13 Proposed LIAR(Repair): 0,? Design Wastewater Strength:le domestic 0 high strength ❑industrial process Number of be oms: 11. ti Number of Occupants: (8 Other: Pump Required: ©Yes 0 No 0 May be required based upon final location and elevations of facilities Artificial Drainage R quired: ❑Yes No If yes,please specify details: Type of Water Supply:p Private well 0 Public well Municipal Supply 0 Spring 0 Other: Drainfield location meets requirements of Rule.1945: No 0 Drainfield to Lion meets requirements of Rule.1950: Yes No 0 Permit valid for: Five years[site plan submitted pursuant to GS 130A-334(13a)] 0 No expiration[plat submitted pursuant to GS 130A-334(7a)] Permit conditions: 4 Licensed Soil Scientist Print Name: ^ !vt U e I `t c(.l r(g i s Licensed Soil Scientist Signature: ,�G•ctit�. .. a ,,,«�--�' Date: SAS The LSS evaluation is being submitted pursuant to and meets the requirements of G.S.130A-335(a2). *See attached site sketch* J county: Catawba This Section for Local Health Department Use Only Initial submittal received:3/15/23 by RP Date Initials Permit Number: I MPV-03-2023-192314 G.S. 130A-335(a4)states the following: 'if a local health department fails to act on an application for an improvement permit submitted pursuant to subsection (a3)of the section within 10 business days of receipt of a complete application, the local health department shall issue the improvement permit.' In accordance with G.S. 130A-335(a3)the improvement permit application is: ❑ 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 Owner on Date State Authorized Agent: Date: ❑ Denied (See attached report.) Copies of this were sent to the LSS and the Owner on Date State Authorized Agent: Date: • Complete ��1� State Authorized Agent: r�' '*" 4 o0 Date of Issuance: 3/28/23 This Improvement Permit is issued pursuant to G.S.130A-335(a2),(a3),and(a4)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 site is subject to revocation if the site plan,plat,or the intended use changes,or if information submitted in the application was falsified, inaccurate or misleading. 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 conditions of this permit. The location and identification of all property lines,easements,water lines,and other appropriate utilities shall be the responsibility of the owner. 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: 3/28/28 *See attached site sketch* 1 1 O K FORESTRY SERVICES OF THE CAROLINAS, PA www.soilandforestryservices.corn Project#: 21-0070 March 1st, 2023 Michael&Patricia Dixson Attn:Paty Dixson Email: michaeld64@aol.com RE: Soil &Site Evaluation for a 4 Bedrdom Residence at 7202 Long Island Rd, Proposed Lot 2, 2.89ac Parcel, PIN#470003040364;Catawba, NC 28609. Michael& Patricia, 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.che property was mostly mixed pine/hardwood.Topography within the evaluated area was gently slope rear the house site and proposed drainfield area. Property lines and corners were marked at the time 6if the evaluation by Don Allen &Associates Surveying. The client provided an Autocad File of a survey as a basemap.The proposed septic layout was located via Trimble Submeter GPS/tape measures and used to produce the attached Site Plan.The house envelope was located via Survey by Don Allen &Associates Surveying. 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 nine auger boring locations on the property flagged and located via GPS.Three of the nine auger borings 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 boring.The house envelope was located by the surveyor.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. 7202 Long Island Rd-Lot 2 (see Attached Desi9p1 The septic layout for this lot(9'centers)yielded a total of 923 linear feet of line,The primary system is proposed as 402 linear feet of Accepted(25%Reduction)drainfield with pressure manifold distribution. Trench depth(Low Side)is specified at 30 inches.The repair system Is proposed as 402 linear feet of Accepted(25%Reduction)drainfield with pressure manifold distribution.Trench depth(tow Side)is specified at 30 inches.There is 413 linear feet available for repair plus additional usable soil area. 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(02j and(a3)." Owner Date Print Name i SiC/L, / Signature 3/J5_/2 c,/- The LS‘evalua h II inclu tatement 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. 1 30A- 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. 1304-335(a2)."Any site modifications that impact the proposed septic areas on the site may nullify this design for 7202 Long Island Road,Catawba, NC 28609(Proposed Lot 2).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 an. — • ices. Sincerely, y, 5'O I L . � c' t h a2 /11 v S.Ashley Rollans,LSS OR. 1231 �� Attachment: Septic Design 0RTIA 17/F SOIL. & FORESTRY SERVICES OW THE CAROLINAS. PA www.soilandforestryservices.corn Attached is a proposed design for an Accepted(25% reduction)Septic System with Pressure Manifold distribution for a 4 bedroom single family residence at 7202 Long Island Road, Proposed Lot 2,2.89ac, Catawba,NC 28609,Catawba County.PIN(470003040364). 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 8 Profile Descriptions 9-10 z;:a::it &Receipt - ONLINE Gj. � �Cl - fir,'A RQ( � • LINE IPFDRM _�� " ' �F '' N - ti 4110 NpRTIA March 1,2023 Prcfject No.21-0070 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 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 toieliminate 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 25%reduction installation w/Pressure Manifold. - Rake trench walls, lime sidewalls, install renches 36" wide and have no more than 1/4" fall in 10 feet. 2 PRESSURE MANIFOLD SYSTEM FOR WASTEWATER TREATMENT Owner/Applicant: Michael&Paty Dixson Address: 7202 Long Island Road Catawba,NC 28609 Phone: 704.650.2959 County: Catawba Location: 7202 Long Island Road Lot 2 Source of Wastewater Flow:. 4 Bedroom Single Family Residence Estimated Daily Wastewater Production: 480 gpd System Flow: 21.33 Design Specifications Drainfield Size: 402 Loading Rate: 0.3 Depth of Gravel in Trench: NA(25% reduction ) Gravel Size: NA(25% reduction ) Trench Depth (LOW SIDE): 30 in. Repair Trench Depth 30 in. Trench Width: 36 in. Septic Tank Size: 1000 Pump Tank Size: 1000 Estimated Supply Line Length: 215 Supply Line Diameter: 2 in. SCH 40 PVC Supply Line Volume: 37.41 Dosing Volume: 183.75 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: 2.73 Elevation Head: 19.00 Total Dynamic Head: 27.29 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 7202 Long Island Road PRESSURE(MANIFOLD DESIGN DESIGN FLOW: 480 SOIL APPLICATION RATE: 0.3 TOTAL AREA TRENCH BOTTOM: 1206 TOTAL LATERAL LENGTH: 402 NUMBER OF FIELDS: 1 LATERAL LENGTH REQUIRED PER FIELD: 400 SUPPLY LINE LENGTH: 215 TOTAL DYNAMIC HEAD: 27.29 MANIFOLD SIZE: 4 in.SCH 80 PVC DOSING VOLUME:I 183.75 PUMP TANK DRAW DOWN*: 8.8 SEPTIC TANK SIZE:I 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. • Layout Specifications- 7202 Long Island Road-Lot 2 Project#:21-0070 LAYOUT FOR 4 BEDROOM HOME March 1,2023 FLAG FLAGGED DESIGN LINE# COLOR B� HI FS ELEVATION LINE LENGTH LINE LENGTH TBM 8.00 100.00 HOUSE LF CNR PUMP TANK 17.00 91.00 INSTR. 1 108 1 PINK 2.90 105.10 138 138 2 RED 3.00 105.00 174 174 3 ORANGE 3.40 104.60 179 134 4 YELLOW 5.20 102.80 173 134 5 BLUE 6.60 101.40 158 134 6 PINK 7.70 100.30 101 101 Total 923 815 SOIL Low Side LINE LTAR SYSTEM LTAR TRENCH Trench LENGTH GPD/FT2 TYPE GPD/FT2 SYSTEM DISTRIBUTION DEPTH *System 402 0.300 ACCEPT. 0.300 25%RED PRESSURE 30" MANIFOLD Repair 413 0.300 ACCEPT. 0.300 25%RED PRESSURE 30" MANIFOLD Notes: **All measures in feet **Nitrification lines are demonstrated on contour via colored pin flags **Nitrification lines were located by GPS. 5 PRESSURE MANIFOLD TAPSHEET- 7202 Long Island Road -Lot 2 SYSTEM Line# Color Elevation Length !tole Size Flow/tan Trench Area Line LTAR 3 ORANGE 104.60 134 SCH 40 1/2 7.11 402 0.15 4 YELLOW 102.80 134 SCtt 40 1/2 7.11 402 0.15 S BLUE 101.40 134 sct1401/2 7.11 402 0,15 total feet = 402 gal/min= 21.33 Des.Flow 480 Pump Run= 8.61 soil LTAR 0.3 LTAR+5°% 0.315 LTAR with ACCEPTED 0.4 LTAR with ACCEPTED+5% 0.42 CJi.{a W eti „!1[[" . i 1 (A U c) (n iti S2= n) / 000 J J J '-� ` NNN e a a a s 4 O • . . . . II r V O (n . lx •••• 0 7:1 /I., ,S jz „. , \ow -la Irk 1 1 1 N., i '.; __,› ,0 0 . _, 1-- 1 ,Af, k . › c, 0 i CO 7) 0 ? Atoka '-‘ \ \,4 0 -4 Akilka*, V11114* .• .7414D. , .. N wilt 0 '::, Asvi1 0 A .,...:: 44'c. 1-47, F .. 4' q it 4 \\ 1: 1 N On • CO I ' ii 97.0' i 1 1 9 .1 14 ' 0 ,ot [ © AIO 9 , / U) Nn 0 01 iris c-- 01 0 11911 .... ' rri c•-*t 49 1-1-1 •6`! '& 1 S 0 s� °FAG .. T, OT 2 sz 9 2. 89 AC. K ` LEGEND — — —— GRAPHIC SCALE s 1 " = 40' Areas contain at least 30 inches of usable \\\\ modified modified and haveconventions potentialand for accepted, conventional septic systems. 40 0 40 80 li omiiiimilim I Unsuitable e© Boring Locations. FOR PRELIMINARY PLANNING PURPOSES ONLY. ALL LOTS NULL REQUIRE FINAL APPROVAL Sr THE COUNTY HEALTH DEPARTMENT ON A LOT BY LOT BASS. THIS MAP SHOULD BY USED AS A GENERAL GUIDE,SOME ADJUSTMENTS WILL BE NECESSARY IN THE FIELD DUE TO SOIL VARIABILITY AND COMP=TOPOGRAPHIC FEATURES. IRIS MAP ONLY REFLLOTS cesTINO SOIL SUITABILITY FOR ON-STYE SEPTIC TANK SYSTBAS. M+P IIBIh SOIL,&FORFS IT y S1;RVICFS OF'HIE CAROLINAS,PA. PRELIMINARY SOIL EVALUATION JOB 1 1 s, ooTo P.0.BOXIU2 ASHI,EY RLLLANS,NC LICENSED SOIL SCIENTIST ' C'�' �+'�� MOORBYILLE NC pgTS MOBILE(AM NB'51R. RRB F NibLlNAT10N/MTE: Pam Lbw mum FWD-lm x PROJECT MGR.: SAR, PHONE 1511)7.41-9116 EMAIL ASHLEYROLLAN61l('MAILCOM WARMOM..e yBNIL�M/71aa IONY RIAIo,m- � a ,.9111N CI R AIB Finn WORK: &A, otCow BREt DRAWN BY: SAR. J coLn w 0 D v m �,\ p 15' SIDE 0 PJOC' 0"W 287.13 ® Q°.. 00' REAR a 2 �Ooj z 97.0' 3 14►T1' co f) `f? 0 w - CD04 ® 3A180 �' r*/(../) i I J ® (.n. . — .,,_\. N.\\:\--------,t- v•i.v. to EJ 0 0 o , e r^ N m ., o 00 4A En 3°'FRONT .r, Y 4h q LOT 2 �0094F Ti 2.89 AC. w _ _ Lo (6'0 'C 70."*W� 3° FRgvr AU�iI ).0 S3''42 43 C' �j 14 )3 w -/ it- /K, °Nlf 1SS320 F 8 LEGEND GRAPHIC SCALE 1 " = 80' Areas contain at least 30 inches of usable \\\\ moterial and have potential for accepted, modified conventona and conventional septic systems. 80 0 80 160 1 . midi NEININNI Unsuitable ® Boring Locations. FOR PRE RRN RY PINNING PURPOSES ONLY. ALL LOTS WILL REWIRE nom APPROMAL sY TE OOUNIY HEALTH DEPNnMEJT ON A tar sY LOT BASIL THIS VP SHOULD SY USED AS A GENERA.GUIDE.SONE AD/USTMQFTS WILL SE NECESSARY N THE FIELD DUE 70 SOIL YMMBWIY AHD COUPID(T)POORApIEO FEAT REA DES NAP ONLY RFFIECIS EXISTING SOIL SURAsIRY RN ON-ERE SEPTIC WV SYSTUA4 1:WILE SOIL&FORESTRY SERVICES OF TI IE CAROLINAS.PA. PRELIMINARY SOIL EVALUATION JOs ='-0070 P.O.BO%su FEl: C:VOBS�1-OOTp ASMIEY f40LLAN5,NC LIC6hLSWSOILSCIENTlSr MOORSVILLE NC]nI! • N wwWw/: TEN lee W.YO WO-L 2PRGI[Cr MGL: EAR. MOBILE SHL YROLL df PARR PROD CT W EAR. PHONE(MOSS•SSW EMAIL ABHLEYROLLANSMOMAILCOM f MOM asell/MO IRA WOW Rae warm GCMtn,Kell MOM IToea Tat DRANK ef: EAR. J 8 CALCULATIONS Location 7202 Long I land Road Catawba, N 28609 Project Number 21-0070 Lot No: 2 No. of Bedrooms 4 Design Flow 480 g /day LIAR 0.300 gpdift' 25% RED.? (YES OR NO) YES Supply Line Length 215 ft. Supply Line Volume 37.41 gal. FRICTION FACTOR INTERPOLATER Required Feet of Line 400 ft 2" SCH 40 PVC Amount of Line from Layout 402 ft GPM f 20 0.84 Gallons per Minute 21.33 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 262.506 gal. 35 2.37 -2.25 Dosing Volume 183.75 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 8.8 Ger'ieric Draw Down of 21 gal.per in. Pump Run Time 8.61 mutes Elevation Head 19 ft.i Pressure Head 2 ft. Friction Factor 1.27 ft./100 ft. (From the interpolater.) Friction Head 2.73 ft. Total Dynamic Head (+15%) 27.29 ft. Sheet I of Z PROPERTY ID 0: rOoa30F0/ SOIL/SITE EVALUATION COUNTY;('G la�, bQ for ON-SITE WASTEWATER SYSTEM (Complete all fields in full) OWNER: I .. :..c,..s1� r y ' r .'... b,t-15 r ADDRESS: 1�f 1 LA kL t"�l s3 pr WIeor�QS v I� K C 2 /r t _ ATE EVALUATED: DATE PROPOSED FACILITY: ',-Lt F.& PRO S D D SIGN FLOW(.1949 : 3G DATE EVALUATED: /z/��/t/ J ) d Sv PROPERTY SIZE: "�3.d c LOCATION OF SITE: �20, L.. ZZ$ r, , G w''Wit` 1 it / -�- PROPERTY RECORDED: !Uu WATER SUPPLY: 0 Private D Public L1�Well 17 Spring C.Other_ ["' EVALUATION METHOD: . utter Boring Cut T Pit G CYPE OFWASTEWATER: Sewage Industrial Process ❑Mixed P R 0 SOIL MORPHOLOGY OTHER �` (.1941) PROFILE FACTORS .1940 g LANDSCAPE HORIZON POSITION/ DEPTH a SLOPE% (IN.) .1942 PROFILE .1941 .1941 SOIL .1943 .1956 .1944 ('LASS STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPRO RESTR &LTAR TEXTURE MINERALOGY COLOR DEPTH CLASS HORIZ ' t Cy' 1 /', , ' .- ti, r /r S� '3' r r :- el. / 2 i t ).fr L,�? • soli _ i S 19 ).-f ( '''; c;)e .: ,— ;:\;-)., Y-i. •-:51 I— _ ;• .l'It )4-c W --i '' • _7" "s( ..:,' ,5r ....1, -; ..i.-,-.*-c 6'2)/,::: c r �On 1231 ...,0 .n RTv4� • DESCRIPTION INITIAL,SYSTEM REPAIR SYSTEM OTHER FACTORS(.1946): N41.) •c' SITE CLASSIFICATION(.1948): �- I Available Space(.1945) -_- __ i System Type(s) gecaP}ICJ c C� . �, EVALUATED BY: , A=,k Le.,4, rc, I � G t1 c { OTHER(S)PRESENT: ( , tit)a v i { Site LTAR G , ti O COMMENTS: Updated February 2014 SOIL/SITE EVALUATION Sheet 7 ojZ. (Continuation Sheet-Complete all field in.full) PROPERTY ID#: Q DATE OF EVALUATION: • • • - �� n r COUNTY: P • • R o SOIL MORPHOLOGY OTHER F i (.1941) PROFILE FACTORS I .1940 E LANDSCAPE HORI7. .1942 POSITION/ .1941 .1941 SOIL ON1943 .1956 .1944 PROFILE # SLOPE% DEPTH STRUCTURE/ CONSISTENCE! WETNESS/ SOIL SAPRO RESTR CLASS (IN.) TEXTURE MINERALOGY COLOR DEPTH CLASS HORIZ &LTAR ry.L^, ,, f r J" — 3- Pe'" ,„.Iff S1j tik..f t J !`- /es 43 g C w fsQc !Y S71 r P pS ,(S0" Ir 3� _I - a.3 F; ( .4,4 - mil" r, , r J r /' J <'• 3 • r.. ('O\I\11 \I Y a,r,r,i! ,;u,n Thl I Dl!i. DON ALLEN Since 197& A71"SSOCIATES , P. A. " Commercial * Residential * Mort9age Surveys * Multi—Family Construction Staking * Subdivision Design * Topographical 131 Crosslake Park Drive — Suite 102 * Mooresville * NC * 28117 (704) 664-7029 (704) 664-8041 Fax I, certify that this map was drawn under my supervision from an actual survey made under my supervision recorded in deed book 3687 , page 1774 , and/or plat book N/A , page N/A , that the ratio of precision is 1.:10,000, that this map was prepared in accordance with the General Statutes of North Carolina Chapter 89C. my hand and seal on the 24 , day of JANUARY 40000..o, A.D. 20 23 WILLIAM M. AI, Ett 'y�y' r. — Ii6 z) _ ;ram 99 (r o SITE ep suRsit SyF'vi, \,�..45� LOT 1 Nc O s0,``O 1.,vF MICHAEL 368 PATRICIA DLYSON MATHIS CHURCH RD MT TO 1574 VICINITY MAP***NO SCALE nips NO2'26'20"W — 287.13 gips LOT 1 VI ?. 30'REAR MICHAEL & PATRICIA DIXSON IIa. 3687/1774 0 Io lig z co 97.0' MI 141.1' 4%noR w 111. G min111 �� m ,aa�+ N MIDOLEBR00K I cl ii- Oo LOT 2 0 + 470003041733 c' 2.89 AC. RONALD A. JOHNSON 2871/754 g \ u; 0)05. E [s....,.......,.....„ Rom, R` \ \ /LoN�' •sl i, ..........A...e4Blf ?7 4 4\ �I \C\,_ 37 •133W Ole \R/W ws N?S °Az NOTES \ ` 'S ?Of I) NMAY JECT \ `TOAEASEMENTS BE 10"*, RIGHTS OF WAY OF RECORD. ` ,' 2) ACREAGE COMPUTED BY THE `q�, COORDINATE METHOD. GRAPHIC S C Q T•F 4) Z ID M IUMENT FOUND WHIN ` ` 090 FEET. 5)SETBACKS SHOWN PER COUNTY R-40 ZONING 0 50 100 LEGEND ELP.- PLOT PLAN SURVEY EXISTING IRON FOUND ( IN riser ) I.P.S.-#4 REBAR SET OF R/W-RIGHT-OF-WAY 1 inch a 100 ft. 7202 LONG ISLAND RD cP-COMPUTED POINT LOT 2 OF PARCEL 470003040364 SCALE 1" = 100' CLAREMONT TWSP., CATAWBA CO., N.C. 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