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HomeMy WebLinkAboutRBPR-10-2023-45750 gA �$ THIS IS NOTA PERMIT Case# RBPR-10-2023-45750 -" _ CATAWBA COUNTY HEALTH DEPARTMENT d C�1 IA PLAN REVIEW APPLICATION FOR ENVIRONMENTAL SERVICES /8 SM Residential Building Plan Review-Building New ENGINEERED OPTION- EOP Permit Fee Applicant DANIEL SHABELDEEN,PE (DANIEL SHABELDEEN),3145 TATE BLVD SE,HICKORY NC 28602 C:828-320-7252F:8283944126 DAN a SHABELDEEN-ENGINEERING.COM Owner SILVERADO TRAIL LLC, 161 US HWY 70 SE,HICKORY NC 28602 Paid By DANIEL SHABELDEEN,, OTHER:(828)320-7252 DAN@SHABELDEEN-ENGINEERING.COM NAME TO APPEAR ON PERMIT Silverado Trail LLC SITE ADDRESS: 3921 6TH ST DR NW,HICKORY NC 28601 PIN# 370519611288 NAME of SUBDIVISION: Lot# 2 Section/Block PROPERTY SIZE: Square Feet Acres 13.65 DIRECTIONS: N Center,turn 39th Ave Dr NW,6th St Dr NW PRIMARY CONTACT: Applicant SEWER TYPE: Septic Tank GALLONS PER DAY: 720 WATER SUPPLY: Public Water DESCRIBE WORK: EOP Submittal for home under construction and addition SITE INFORMATION Do any of the following apply to the property for which this application is applied? If the answer to any of the questions below is"YES",then supporting documentation is required: Does this site contain any jurisdictional wetlands? No Does this site contain any existing wastewater systems? No Is any of the wastewater going to be generated on the site other than domestic sewage? No Is the site subject to approval by any other public agency? Yes Are there any easements or right-of-ways on this property? No APPLICATION FOR: New Structure STRUCTURE TYPE: PRIMARY RESIDENCE FACILITY TYPE: Single Family Residence OTHER DESCRIPTION: DESCRIPTION OF EXISTING STRUCTURES ON SITE(IF ANY) DIM EXISTING STRUCTURE: NUMBER OF EXISTING BEDROOMS: #OF OCCUPANTS: 12 PROPOSED CONSTRUCTION #OF NEW BEDROOMS:: 6 BASEMENT? Yes BASEMENT FIXTURES? Yes PLUMBING REQUIRED? Desired system types(Improvement Permit or Authorization to Construct): ACCEPTED: ALTERNATIVE: CONVENTIONAL: OTHER: INNOVATIVE: ANY: Other described: elr pplicnu4m 10/12/2023 16:47 Page I of3 ce CATAWBA COUNTY Case RBPR-10-2023-45750 • Public Health Department Subdivision Environmental Health Division PIN# 370519611288 PO Box 389, 100-A Southwest Blvd,Newton,NC 28658 ZIL SM NAME ON PERMIT: SILVERADO TRAIL LLC ( ), 161 US HWY 70 SE,HICKORY NC 28602 Silverado Trail LLC ( ) Site Address: 3921 6TH ST DR NW,HICKORY NC 28601 Property Size: Square Feet Acres 13.65 Directions: N Center,turn 39th Ave Dr NW,6th St Dr NW Completed applications are valid for a period of 2 years.Improvement Permits are valid:with complete site plan=60 months(5 years);with complete plat =without expiration. An Authorization to Construct will remain valid as long as the Improvement Permit is valid.An Authorization to Construct issued for septic repair is valid for 60 months(5 years).Permits may be revoked if the information on this application/site plan changes or if the intended use for the proposed facility changes. Permits may be revoked if site conditions are altered such that they effect permit conditions or installation requirements I have read this application and certify that the information provided herein is true,complete and correct. Authorized county and state officials are granted right of entry to conduct necessary inspections to determine compliance with applicable laws and rules. I understand that I am solely responsible for the proper identification and labeling of all property lines and corners and making the site accessible so that a complete site evaluation can be performed. The undersigned is the owner of the property or legal agent of the owner. Date: Signature of Applicant or Agent If you need further information or assistance please call 828-465-8270 AREA3 FEENAME DATE FEE AMOUNT EOP Fee 10/12/2023 $35.00 TOTAL FEES $35.00 FEES ARE NON-REFUNDABLE ONCE A SITE VISIT IS MADE OR WORK ON A PLAN REVIEW HAS COMMENCED SYSTEM REDESIGN AND/OR RETRIP WILL INCUR AN ADDITIONAL CHARGE (SEE FEE SCHEDULE) ehappl icau,m 10/12/2023 16:47 Page 2 of 3 catawba county public health Application for Environmental Health Services THIS IS NOT A PERMIT Application is for: ®New Construction ❑ ExistinlFacilit-y ❑ Improvement Permit ❑ Authorization to Construct ❑X New Septic ❑ Septic Repair/Malfunction ❑ Septic Relocation ❑ Septic Expansion ❑ Existing System Inspection or Reconnection ❑New Well [' Replacement Well ❑ Well Abandonment ❑ Well Repair Property Address 3921 6th St. Dr.NW;Hickory,NC 28601 Acres 13.65 Subdivision Lot# Driving Directions to Property North on Hwy127 N turn west onto 29th Av. Dr.NW;continue approximately I mile to 6th St. Dr.NW;continue another 0.75 mile;parcel is on the west(left)side. Describe work Installation of 1,500-gal septic tank and(6)25%reduction drainlines Applicant Name Daniel Shabeldeen Applicant Address 3145 Tate Blvd. SE;Hickory,NC 28602 Phone 828.320.7252 Email dan@shabeldeen-engineering.com Owner Name Silverado Trail,LLC Owner Address 161 US Hwy 70 SE; Hickory,NC 28602-5226 Phone 828.381.9587 Email davea7,everettchevy.com Contractor Name Max's Digging Service, Inc. Contractor Address 1972 Adam St.;Conover,NC 28613 Phone 828.596.6040 Email millerbj@gmail.com Name to Appear on Permit? ®Owner ❑Applicant 0 Contractor Who will be the Primary Contact? ❑Owner El Applicant 0 Contractor Proposed New Construction-Residential Primary Residence ® New Residence 0 Addition to Residence #of New Bedrooms*t 6 #of Occupants Project Description Owner to complete construction of existing structure w/addition;redesign of approved septic system Structure Dimensions,also specify dimensions of decks&porches (Choose One) ®Basement 0 Crawl Space 0 Slab If Basement,Will There Be Water Using Fixtures In Basement ®Yes ❑ No Retaining Wall>2' ® Yes ❑ No Accessory Dwelling #of New Bedrooms *t #of Occupants Structure Dimensions (Choose One) ❑ Basement 0 Crawl Space 0 Slab If Basement,Will There Be Water Using Fixtures In Basement 0 Yes ❑ No Retaining Wall>2' 0 Yes ❑ No Accessory Structure(s)Describe Structure(s)Dimensions Plumbing ❑ Yes ❑No Describe Plumbing Needed (Choose One) 0 Basement 0 Crawl Space 0 Slab If Basement,Will There Be Water Using Fixtures In Basement 0 Yes ❑ No Retaining Wall>2' ❑ Yes El No Multi-Family Residence #of Apartments #Bedrooms per Apartment*t Total#Bedrooms in Structure *t #of Occupants__ _ Structure Dimensions_ (Choose One) ❑.Basement 0 Crawl Space ❑ Slab If Basement,Will There Be Water Using Fixtures In Basement 0 Yes ❑ No Retaining Wall>2' ❑ Yes ❑ No Well Construction/Abandonment/Repair Proposed Well Type ❑ Individual Well ❑ Semi-Public Well ❑Community Well Abandonment Type El Drilled ❑ Bored ❑ Dug ❑ Unknown Well Repair Requested ❑ Yes ❑No Describe E C E I VE D Will Certified Well Contractor Install Water Line or Electrical Line from Well Head to Pressure Tank?0 Yes ❑ N O C T 1 2 2023 Environmental Health Environmental Health Catawba County Government Center, 25 Government Drive I PO. Box 389, Newton, NC 28658 Phone: (828) 465-8270 I Fax: (828) 465-8276 I EHAdmin@CatawbaCountyNC.gov Existing Structures on Site Describe There is an unfinished house Structure Dimensions #of Bedrooms * #of Occupants Basement [l Yes ❑ No Basement Plumbing ®Yes El No Existing Water Supply El Individual Well ❑Shared Well—Number of Connections ❑Community Well ❑County/City/Township Water Line - Is a public water supply available?** ® Yes ❑No Commercial El Proposed New Construction ❑Existing/Change of Use ❑Repair Food Service Specify Type #Seats Dining Area(Sq.Ft.) #Employees per Shift #of Shifts Church #of Seats Daycare❑Yes ❑No #of Children #of Employees per Shift #of Shifts Commercial Kitchen ❑Yes 0 No Residential Kitchen 0 Yes ❑No Daycare#of Children #of Employees per Shift #of Shifts Business/Other Specify Type Structure Dimensions Retail Floor Space #of Employees per Shift #of Shifts Other Information Calculated Design Flow,Commercial t (This value will be determined by EH staff) The Applicant shall notify the local health department upon submittal of this application if any of the following apply to the property in question. If the answer to any question is"yes", applicant must attach supporting documentation. ❑Yes El No Does the site contain any jurisdictional wetlands? ❑Yes ®No Does the site contain any existing wastewater systems? ❑Yes lI No Is any wastewater going to be generated on the site other than domestic sewage? ❑Yes ®No Is the site subject to approval by any other public agency? ❑Yes ID No Are there any easements or right of ways on this property? Describe If applying for an Improvement Permit or Authorization to Construct,Please Indicate Desired System Type(s): (systems can be ranked in order of your preference) ❑Accepted ❑Alternative ®Conventional 0 Innovative ❑Other 0 Any *Any room that will be intended for sleeping at the time of construction or for future consideration should be noted as a bedroom and counted on all applications.The number of bedrooms will be confirmed by rooms identified on floor plans as a bedroom at the time of building permit issuance. This may prevent the need for septic system expansion in the future. t If structure is plumbed but has no bedrooms,calculated design flow will be determined by EH Staff. **If No,a well permit must be issued with the Authorization to Construct. RETRIP TO THE PROPERTY AND/OR SYSTEM REDESIGN WILL INCUR AN ADDITIONAL CHARGE(SEE FEE SCHEDULE) Environmental Health soil/site evaluations require digging,augering,and/or probing into the ground. Property owner/applicant is responsible for marking all underground utilities,including but not limited to:underground power,cable,telephone,gas,water lines,and irrigation systems/sprinider systems.Catawba County Environmental Health is not responsible for damage to unmarked utilities. Completed applications are valid for a period of 2 years.Improvement Permits are valid:with complete site plan=60 months(5 years); with complete plat=without expiration. An Authorization to Construct will remain valid as long as the Improvement Permit is valid. An Authorization to Construct,issued for septic repair is valid for 60 months(5 years).Permits may be revoked if the information on this application/site plan changes or if the intended use for the proposed facility changes.Permits may be revoked if site conditions are altered such that they effect permit conditions or installation requirements. I have read this application and certify that the information provided herein is true,complete and correct. Authorized county and state officials are granted right of entry to conduct necessary inspections to determine compliance with applicable laws and rules. I understand that I am solely responsible for the proper identification and labeling of all property lines and corners and making the site accessible so that a complete site evaluation can be performed. The undersigned is the owner of the property or legal agent of the owner. Signature of Owner or Legal Agent � Date 11,A1 3 Printed Name of Owner or Legal Agent lP, t�,c/ K goretr STATF q<•. ���",,,o.,,,, tio��,• ROY COOPER•Governor 141:r $ S. y'; NC DEPARTMENT OF KODY H. KINSLEY•Secretary HEALTH AND Deputy Secretary MARK BENTON • De HUMAN SERVICES p y for Health •E SUSAN KANSAGRA•Assistant Secretary for Public Health Division of Public Health COMMON FORM FOR ENGINEERED OPTION PERMIT LHD USE ONLY: Initial submittal of this NOI received: _ by Dote Initials PART 1: Notice of Intent to Construct(NOl)-Please check all that apply ❑X Single System or E Multiple Systems AND ® New n Expansion ❑ Relocation of all or part of the Existing System ❑ Relocation of Repair Area n Repair—LHD Permit Number ❑ Repair—EOP/LSS COVID 19/AOWE Permit Number 1. Facility Owner's name: (Owner, Company Name, Utility, Partnership, Individual, etc.): Silverado Trail, LLC Mailing address: 161 US Hwy 70 SE City: _ Hickory State: NC Zip: 28602 Telephone number: (828)381-9587 E-mail Address: dave@everettchevy.com 2. Professional Engineer(PE) name: Daniel Shabeldeen License number: 029232 Mailing address: 3145 Tate Blvd.SE — _City: Hickory State: NC Zip: 28602 Telephone number: (828)320-7252 E-mail Address: dan@shabeldeen-engineering.com 3. Licensed Soil Scientist(LSS) name: Connie Adams License number: 1186 Mailing address: P.O. Box 2175 City: Indian Trail State: NC Zip: 28079 Telephone number: (828)234-3776 E-mail Address: connieadamslss@gmail.com 4. Licensed Geologist(LG)(if applicable) name: N/A License number: Mailing address:_ City: State: Zip: Telephone number: E-mail Address: 5. On-Site Wastewater Contractor name: Max's Digging Service License number: 1127 Mailing address: 1972 Adam St. City: Conover State: NC Zip: 28613 Telephone number: (828)596-6040 _- E-mail Address: millerbj@gmail.com 6. Proof of Errors and Omissions or other appropriate liability insurance for the following persons is attached that includes the name of the insurer, name of the insured and the effective dates of coverage: ® PE ❑ LSS n LG On-site Wastewater Contractor 7. Property location(physical address, tax parcel identification number or subdivision lot, block number of the property to be permitted): PIN 3705 1961 1288 NC DEPARTMENT OF HEALTH AND HUMAN SERVICES•DIVISION OF PUBLIC HEALTH LOCATION: 5605 SIX FORKS RD, RALEIGH NC 27609 MAILING ADDRESS: 1642 MAIL SERVICE CENTER,RALEIGH NC 27699-1642 www.ncdhhs.gov•TEL.919-707-5874•FAX:919-845-3972 AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER Engineer Option Permit Common Form LHD Reference: County Name: Catawba 8. Type of facility: ❑X Place of residence No. Bedrooms: 6 No. Occupants: ❑ Place of business Basis for flow calculation: [^ Place of public assembly Basis for flow calculation: 9. Factors that would affect the wastewater load: Domestic wastewater 10. Type and location of proposed wastewater system: Location as shown;Type IIIg w/25%reduction 11. Design wastewater flow: 720 gpd(For flow>3,000 gpd and industrial process,duplicate plans shall be sent to the State.) Design wastewater strength: Q domestic ❑high strength ❑ industrial process 12. A plat as defined in G.S. 130A-334(7a) is attached: ❑ Yes n No 13. Location of proposed or existing wells(drinking water, irrigation,geothermal, groundwater monitoring, sampling, etc.) and any potable and non-potable water conveyance lines is indicated on attached plans and complies with 15A NCAC 18A.1950: ❑X Yes ❑ No This is a saprolite system. 0 Yes ❑ No 14. Evaluation(s)of soil conditions and site features in accordance with G.S. 130A-335(a1)signed and sealed by a ISS is attached: X❑Yes ❑ No 15. Evaluation of geologic and hydrogeologic conditions signed and sealed by a LG is attached ❑Yes ❑X NA 16. Proposed landscape,site,drainage,or soil modifications are attached: ❑X Yes ❑ NA Attestation by Professional Engineer licensed in North Carolina pursuant to G.S.89C Daniel Shabeldeen hereby attest that the information required to be included with Registered Professional Engineer(Print Name) this Notice of Intent to Construct is accurate and complete to the best of my knowledge and that the proposed system shall meet applicable federal,State,and local laws, regulations, rules,and ordinances in accordance with G.S. 130A-336-.1(e)(6). 10/9/2023 Signature of Licensed Professional Engineer Date Designation of Registered Professional Engineer as legal representative of Owner for this Notice of Intent: i, David Kent Everett hereby designate Daniel Shabeldeen Print Name of Owner Print Name of Registered Professional Engineer as my legal re enta 've for purpo es o his otice of Intent pursuant to G.S. 13 A- 36.1. /023 Signature of 0 r Date Owner self-submittal of NO!: I, hereby submit this NOI prepared by Print Name of Owner Print Name of Licensed PE pursuant to G.S. 130A-336.1. Signature of Owner Date PART 3: Authorization to Operate(ATO) DHNS/EH5/OSWP—EOP COMMON FORM Updated July 2023 Page 2 of 3 Engineer Option Permit Common Form LHD Reference: The following items are included in this Authorization to Operate for an EOP: LHD USE ONLY: Initial submittal of request for ATO received: by Date Initials 1. Signed and sealed copy of the Engineer's report that includes the information in G.S. 130A-336.1(k)(1) and 15A NCAC 18A.1971(f) n Yes n No 2. Operation and management program and ORC contract, if applicable ❑ Yes ❑ No 3. Letter documenting Owner's acceptance of the system from the PE ❑Yes ❑ No 4. Owner meets requirements of ownership or control of the system per 15A NCAC 18A.1938(j) ❑Yes ❑ No 6. Easement, right of way,or encroachment agreement required per 15A NCAC 18A.1938(j) ❑Yes ❑ No 7. Multi-party agreements required,as applicable, pursuant to 15A NCAC 18A. .1937(h) ❑Yes ❑ No If yes, agreements filed in County Register of Deeds in Deed Book Page Attestation by the Owner or the PE for Authorization to Operate I, hereby attest that all items indicated above have been provided Print name of Owner or Professional Engineer and the system meets applicable federal,State, and local laws, regulations, rules, and ordinances in accordance with G.S. 130A-336-.1(e)(6). Signature of Owner or Professional Engineer Date NOTES: LIABILITY: The Department,the Department's authorized agents,or local health departments shall have no liability for wastewater systems designed,constructed,and installed pursuant to an Engineer Option Permit[G.S.130A-336.1(f)] DHHS/EHS/OSWP—EOP COMMON FORM Updated July 2023 Page 3 of 3 SHABELDEEN ENGINEERING, PA 3145 TATE BLVD. SE• BOXA • HICKORY, NC • 28602 PHONE:(828)320-7252 CIVILMVATER/SEWER/ENVIRONMENTAL FAX: (828)394-4126 CONSTRUCTION MANAGEMENT dan@shabeldeen-engineering.corn October 9, 2023 Mr. Robbie Phelps Catawba County Environmental Health P.O. Box 389 Newton, NC 28658 SUBJECT: Engineered Option Permit Submittal 3921 6th St. Dr.; Hickory, NC 28601 PIN: 3705-1961-1288 Mr. Phelps: On behalf of the Silverado Trail, LLC (Owner), Shabeldeen Engineering, PA (SEPA) is submitting the following items for an Engineered Option Permit. 1. Application for Environmental Health Services 2. Notice of Intent (NOI) 3. Soils Evaluation by Ms. Connie Adams, LSS 4. Septic System Plan (dated October 9, 2023) 5. Proof of insurance PE and Max's Digging Service, Inc(contractor) Project Description The Owner recently purchased the 13.65-acre parcel with an unfinished house. The county issued an Authorization to Construct (AUTH-2019-118709) a gravity system for the original four (4) bedroom structure with a basement. The approved septic system has never been installed. The Owner plans to increase the number of bedrooms to six (6) and construct an addition that will sit on the location of the approved septic system. This EOP provides the design of a new system to accommodate the addition flow in a new location. Ms. Connie Adams, LSS conducted the soils evaluation. Based on the evaluation, the septic system will be a gravity Type Illg system consisting of the following major components: 1. 1,500-gal. pre-cast concrete septic tank 2. Five (5) rows of graveless chambers ranging between 102LF and 106LF for a 25% reduction. As shown on the plans, the septic system will be setback 15 feet from the house structure and 10 feet (minimum) from the property line. A 5-hole distribution box will distribute effluent to the drainlines installed along contour, 9-feet on center. The repair area will be located below the initial drainfield. I appreciate your assistance. Please do not hesitate to contact me if you have any questions. EC RO‘> Sincerely, SEAL k 029232 z 9 Daniel Shabeldeen, P.E. rst o '` 10/9/2023 �FC SHgac:,'Pi SHABELDEEN h _ ENGINEERING Septic System Soil Investigation and Proposal Prepared for Silverado Trail LLC By Constance M. Adams, LSS Site: 3921 6th Street Drive NW, Hickory, NC PIN 3705-1961-1288 Catawba County, NC 9S Proposed development: 6 bedroom house Total Design Daily Flow: 72o gallons per day(gpd) Repair area. required6-77i l (":") Septic tank size: 150o gallons minimum P F ;• Initial System(soil pits 1,5, and 7—see pp 4 and 5) • Soil depth: 32"->44" Depth to unsuitable horizon: 40"->48" Slope: 1a-12% Overall Long-term acceptance rate: .35 gallons per day/square foot trench bottom(GPD/sf) Proposed system type: 25% reduction Recommended trench width: 36" Recommended trench depth: 19" (21" maximum) Total trench length: 518 feet on 9 foot centers Comment: Location of the initial drainfield is as shown on the Overall Site Map (Map 1, page 2). Within this area 518 feet of line have been laid out as shown on Drainfield Area Detail Map (Map 2,page 3). Lines range from 102' to io6'. Flow should be split into 5 equal parts using a distribution box, with one part going to each line. No effluent pump will be needed. This is a type IIIg system. This is a saprolite system. Any wells should be located a minimum of too'from any part of the septic system. Repair area(soil pits 6-8—see p 5) Soil depth: 31"-38" Depth to unsuitable horizon: 31"->48" Slope: 10-12% Overall Long-term acceptance rate: .35 gallons per day/square foot trench bottom (GPD/sf) Proposed system type: 25% reduction Recommended trench width: 36" Recommended trench depth: 14" Total trench length required: 518 feet on 9 foot centers Comment: Repair area has space for four 130-15o foot lines as shown on Map 2 (see p 3). Pg 1 of 5 • ..4 t , ti j ti . 1 t 1, /// \ „ e.'' e ;�} s v !1 • - a i t 1 a if l' - ,f21 1;2g a 1 .a _ qw fY. .r■� 1 /! ,4 co p1 ICI 'R I I:; ftl ` f. I. it 03 a) OS!au Sal ty Z11 Po . sis _ ;r •�I 11 /41. 1111 II E t - t`4 tt 1;1;3 n , / / ti)" I j :1:1;f1 III t ' a 114 • a 1% I ~ i;j>>/',/ / yy+ ,+ a , .., /moo. p . - li 1.:."( ti \A 1,44/fit 1 t" a.2tit \ "�$ a ~stet: VS ° u // E V a€!. .r ton N 3 / $ + w'b Till y j Y il,;,..,r1 !! 12. ON it Ce a+ JJ t ! • eh is a !r. ; i ■ 1 •..t 1 ...:N• liviii-i il €€ 1 tit' \Iii .»-N•r-r �1 I l ffN r 14 1.i I ill �• X DI CI IJ.w I I , \ .K.Ir.l. !In.wn+111 _ - Map 2: Drainfield Area Detail Map Prepared for: Silverado Trail LLC Site: 3921 6th Street Drive NW, Hickory,NC Prepared by: Constance M Adams, LSSPage 3 of S Date: 9/24/2023 Scale 1"=50' Pe GARA4e PC 6./Q r Ex;skzu U v AzPRz Pose S"S'RUCTAz F QTiAWj Ammo/\) CaMPLETE) -----_________________J U Lqwn/6ry1 5 VI, -Z. F, D o -v . —v 2 El /�t' a Li- c ° o15 ( , p ho(e ```❑ <� 6' i( i`' w P (o b' _ r 9�, _ I�f�� r c _ �l3�5o IOZ'_ — r 3i' Cornaa- - — �i ron. - ---- -�- 7 0 ti 8' u!1 , 6 0 Re fair AfreQ - 4, Pace Car ii- -- t3o` (i ne5 ❑ ' C-iT1.1) �6' t' Gr4S5 o PARTMENT OF HEALTH AND HUMAN SERVICES Jim ' .m__ VISION OF PUBLIC HEALTH,ENVIRONMENTAL HEALTH SECTION PROPERTY ID 4.3105-1i6(-I2 -SITE WATER PROTECTION BRANCH COUNTY. CgtRWbq SOIL/SITE EVALUATION for ON-SITE WASTEWATER SYSTEM (Complete all fields in full) -WNER: St 1V-e�Cc 4 Tea 1 1 LL-C APPLICATION DATE DDRESS: _ DATE EVALUATED: _,] + ROPOSED FACILITY: L PROPOSED DESIGN FLOW(.1949): )2...6 PROPERTY SIZE: 13 Ac . OCATION OF SITE: ,39 2.1 (,,-+1'' -h-I)r NW , N;c k-oti ,.L.K. PROPERTY RECORDED: LATER SUPPLY: :1 Private X Public , . Well -Spring ..j Other VALUATION METHOD: L ,Auer Boring, X Pit Cut TYPE OF WASTEWATER: ){Sewage Industrial Process Mired • 4, P a SOIL MOIMIOLOGY OTHER F F (.1941) -- PROFILE FACTORS I .1940 LANDSCAPE HORIZON POSITION/ DEPTH PROFILE k SLOPE% (IN.) .1941 .1941 SOIL .1943 .1956 .1944 CLASS SOIL STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPR RESTR &LTAR TEXT(iRE MINERALOGY COLOR DEPTH 0 HORIZ CLASS 1 1-/ 2-5 \ivisl ht 1_ {c ,-9- I S p l-0: fvo j- ,Sy t 3 a. A, 4-34 rIsfTN , 2s' l zi liS L s1) 1� ( 10' ak . 4 Z1 1141 C-51-kcL c't-'-&54- — >418: - — 7 / ti !:• i— .F;• • -'-� ,\ ->,,. b e: ,.., 11- i/ (ij ')" .) _ .7S) 13/ • 7 I ff 3& 2'� - ,l 8 c, 4 L( .4-__ ao loolikG_ (----- &R. •J 0 fy"tj Szl tom, DESCRIPTION INII IAL SYSTEM REPAIR SYSTEM OTHER FACTORS(.1946): Available Space( 1945) V \/ / SITE CLASSIFICATION (.1948): _P5 � EVALUATED BY: r. , Aok04 5__ ,a stern T}'pe(s) 25 7a Per 25�a j.' OTHER(S)PRESENT: _--)an nLct I -LPP►t bar Lkn( 7n1/ i1,ii-er , :TAR 0,35 b,35 •C1 `,i -NTS Updated February 2014 SOIL/SITE EVALUATION Sheet _�of . (Continuation Sheet-Complete all field in fulli DEPARTMENT OF HEALTH AND HUMAN SERVICES PROPERTY ID#:37o -1961-12..88 DIVISION OF PUBLIC HEALTH DATE OF EVALUATION: 1(16 J L 2.3 ENVIRONMENTAL HEALTH SECTION COUNTY: Catawbq ON-SITE WATER PROTECTION BRANCH i i . • . P R SOIL MORPHOLOGY OTHER 0 F (.1941) PROFILE FACTORS 1 .1940 E LANDSCAPE HORIZ .1942 POSITION! .1941 .1941 SOIL .1943 .1956 .1944 PROFILE ON p SLOPE /o DEPTH STRUCTURE! CONSISTENCE/ WETNESS/ SOIL SAPRO RESTR CLASS (IN ) TEXTURE MINERALOGY' COLOR DEPTH CLASS HORIZ &LTAR 1 L k11 L 1•NtS LS I iii- Ck- -F; -LH PS 1►11‘.sh 1C- CL. ; s-c. )9 (i) '- — I0 JJ (f'scr. for‹.. 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COMMENTS: ` Updated February 2014 4'A • CATAWBA COUNTY 100A SOUTHWEST BLVD NEWTON,NORTH CAROLINA 28658 RECEIPT PHONE: 828.465.8399 Thursday,October 12,2023 1 g 4 2 s►n www.catawbacountync.gov PAYOR: Shabeldeen,Daniel PAYMENTS TRANSACTION NUMBER: TRC-75282578-12-10-2023 PAYMENT DATE: 10/12/2023 PAYMENT TYPE: Credit Card 311883303 INVOICE NUMBER ACCOUNT FEE NAME FEE AMOUNT 10-23-429235 110-580200-663000 EOP Fee $35.00 TOTAL PAYMENTS: $35.00 RBPR-10-2023-45750 CASE TYPE: Residential Building Plan Review WORK CLASS: Building New SITE ADDRESS: 3921 6TH ST DR NW,HICKORY NC 28601 Applicant DANIEL SHABELDEEN,PE,3145 TATE BLVD SE,HICKORY NC 28602 C:828-320-7252F:8283944126 DAN@SHABELDEEN-ENGINEERING.COM SHABELDEEN-ENGINEERING.COM Owner SILVERADO TRAIL LLC, 161 US HWY 70 SE,HICKORY NC 28602 Paid By DANIEL SHABELDEEN,, DAN@SHABELDEEN-ENGINEERING.COM **NO PEOPLESOFT ACCOUNT ASSIGNED** receipt 10/12/2023 16:35 Page 1 of 1 Catawba County Environmental Health 4�x.s' r, re . ,,,, i x "4. it'r. .. .Tit.- f>>, a c,, t•..''.. a `, <+ `�-7f-9.•nr 1 3 ,.- : ' a> dY,�t'�i :h 9+'E .¢{, £$ . �t,•. 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(1•• • •..... fy�� s aura ki` b„` '14* •' ; ��; : _ ' . •Z I\V„:„.,,4 '�v b Z 45 .7d 6�4 r • lr • Via ., 839:S� CT t�W'{ • • 1 Y 4021 4�rh, - •i403' • 17 + LN NW • • + f •• : dill /. a 411f. ''. ... AY .z r s15 1 !lir Sit!Q./ o' ... ./ AVF NW j • 4 .. „ 3841 >4.1. • tte�r• • _ _ 1/4. . 1 4 71 • 1. 1 16 'J� ct. -IT.C�' , idAII-Ejli ....... ., Parcel: 370519611288, 3921 6TH ST DR NW 1 in=400ft HICKORY, 28601 This maplreport product was prepared from the Catawba County, NC Geospatial Information Setervices. Catawba County has made substantial efforts to ensure the accuracy of location and labeling information contained on this map or data on his report.Catawba County promotes and recommends the independent verification of any data contained on this maplreport product by the user. County of Catawba,its employees,agents,and personnel,disclaim,and shall not be held liable for any and all damages,loss or liability,whether direct,indirect or consequential which arises or may arise from this map/report product or the use thereof by any person or entity. Coovriaht 2023 Catawba County NC Parcel Report - Catawba County NC Parcel Information: Owner Information: Parcel ID: 370519611288 Owner: SILVERADO TRAIL LLC Parcel Address: 3921 6TH ST DR NW Owner2: City: HICKORY, 28601 Address: 161 US HIGHWAY 70 SE LRK(REI D): 605420 Address2: Deed Book/Page: 3434/1025 City: HICKORY Subdivision: State/Zip: NC 28602-5226 Lots/Block: 2/ School Information: Last Valid Sale: School District: HICKORY Plat Book/Page: 63/93 Elementary School: JENKINS Legal: LOT 2 PL 63-93 Middle School: NORTHVIEW Calculated Acreage: 13.650 High School: HICKORY Tax Map: Township: HICKORY School Map State Road #: 1325 TaxNalue Information: Tax Rates Zoning Information: City Tax District: All in County Zoning District: HICKORY County Fire District: HICKORY RURAL Zoningl: R-2 Building(s) Value: $272,900 Zoning2: Land Value: $1,073,900 Zoning3: Assessed Total Value: $1,346,800 Zoning Overlay: Year Built/Remodeled: 2019/ Small Area: Tax Revaluation 2023: Info, COMPER Split Zoning Districts: / Online Appeals Zoning Agency Phone Numbers Valid Sales (COMPER) for this parcel Contact Tax Dept. at 828-465-8436 Current Tax Bill Miscellaneous: Firm Panel Date: 2009-07-07 Building Permit Address Search for this parcel. Firm Panel #: 3710370500L If available, Building Permits for this parcel. Septic 2010 Census Block: 1032 links are not permits. 2010 Census Tract: 010502 Septic Final Permits prior to 08/2018, contact Agricultural District: Environmental Health. Building Details WaterShed: WS-IV Critical Area Voter Precinct: P39/ Voting Map Parcel Report Data Descriptions List all Owners Deed History Report Assessment Report This map/report product was prepared from the Catawba County,NC Geospatial Information Services.Catawba County has made substantial efforts to ensure the accuracy of location and labeling information contained on this map or data on this report.Catawba County promotes and recommends the independent verification of any data contained on this map/report product by the user.The County of Catawba,its employees,agents,and personnel,disclaim,and shall not be held liable for any and all damages,loss or liability,whether direct,indirect or consequential which arises or may arise from this map/report product or the use thereof by any person or entity. ©2023, Catawba County Government, North Carolina. All rights reserved.