The URL can be used to link to this page

Home My WebLink AboutAUTH-09-2016-076847.TIFr 4.A8A CATAWBA COUNTY Case#;fa nGL Public Health Department Subdivision PINE CREEK 6 ---roq H Environmental Health Division PIN# 268602989515 moo• 110 Box 389, 100-A Southwest Blvd,Newton.NC 28658 LOT# 16A Igg2 ,w NAME ON PERMIT: CRISTIAN MURA, 4833 FOREST RIDGE DR, Site Address: 3783 PLANTATION DR, VALE NC 28168 • Property Size: Square Feet:69,696.00 Acres:1.6 Directions: 127 south straight onto platau right onto burls left onto Gilbert saint road left onto plantation property on the left. 11 Owner/Authorized Representative Acknowledgement of Permit Receipt Dd I certify that I am the owner or authorized agent(owner's authorization required) representing the owner of the roperty described above. :x M As the property owner or authorized representative, I have received the above referenced permit(s) as requested in the application for service RBPR-08-2016-24461 by the following method(s): IReceived in Person Facsimile Transmittal (Return form with signature required) Electronic Image Transmittal/E-mail (Return receipt required) • '1bn) As the property owner or authorized representative I have reviewed and understand the specific conditions of the permit issued, and further understand that all applicable regulatory requirements specified under the North Carolina Laws and Rules for Sewage Treatment and Disposal Systems (15A NCAC 18A .1900), and/or Well Construction Standards (15A NCAC 2C .0100), shall apply to the issuance of this permit and the construction of the wastewater system and/or water supply well permitted. Permit Issue Date: 09/14/2016 Owner/Authorized Representative Signature L . 'lDate q//5--Ah . Documentation of Permit(s) Transmittal (permit transmitted by electronic or other means) Permit transmitted by (name of person sending permit) Signature Date/Time Method: Fax Email US Mail Other Owner's request to send by the above indicated method of transmittal in lieu of signature We want to hear from you. Please take a few moments to complete our customer service survey at: http://www.surveymonkey.com/s/EHCustomerService ehpernat 09/15/2016 08:47 • • CATnwBA COUNTY 0 in?. Q Case# AUTH-09-2016-076847 fait. r Subdivision PINE CREEK Public Health Department • 4 � Y Environmental Health Division PIN# 268602989515 "�� PO Box 389. 100-A Southwest Blvd. Newton.NC 28658 'F e _ � G LOT# 16A /842 S. ti 01. 1'4rcS4 • NAME ON PERMIT: CRISTIAN MURA, 4833 FOREST RIDGE DR, Site Address: 3783 PLANTATION DR, VALE NC 28168 Property Size: Square Feet:69,696.00 Acres:1.6 Directions: 127 south straight onto platau right onto burts left onto Gilbert saint road left onto plantation property on the left. Authorization to Construct Permit Authorization to Construct Wastewater System JRequired for Building Permit) * See site plan and number of additional attachments ( ). Proposed Wastewater System: 25% REDUCTION Wastewater Flow 360 g.p.d Type: IIIB - SYSTEM W/SINGLE EFFLUENT PUMP Soil LTAR: 0.275 g.p.d./ft2 Permit Category: New Septic Type of Facility: Primary Residence - Basement? No Basement Plumbing?No Bedrooms: 3 Wastewater System Requirements Tank Size: New Tank 1,000 gal Pump Tank 1,000 gal Grease Trap 0 gal Dosing Volume 151 gal Pump Specs: 21.33 GPM @ 15.54 TDH Pressure Head 2 ft Draw Down 7 2 in Drainfield: Total Area: 990 sq ft Total Length: 330 ft Maximum Trench Depth 30 in Aggregate Depth in Trench Width 3 ft Minimum Soil Cover 12 in Minimum Trench Separation 9 ft on center Number of Drain Lines 3 Distribution: Pressure Manifold Pre Treatment: NONE PUMP REQUIRED Additional Specifications: Landscaping or other site alterations that potentially divert groundwater or surface water toward the septic system, or prevent proper drainage away from the septic system, including the direction of gutter flows or foundation drains, is not approved, and may result in failure to approve the initial system installation, or the suspension/revocation of existing permits. >>>>> DO NOT INSTALL SYSTEM UNDER WET CONDITIONS ««< Proposed Repair Repair System Required? Required System Class: IIIB Proposed System: 25% REDUCTION Distribution Type:: Pressure Manifold Soil LIAR: 0.275 g.p.d./ft2 PUMP REQUIRED ehpcnnit 09/15/2016 08'.50 �(5A to CATAWBA COUNTY Case# AUTH-09-20I6-076847 n 7 Public Health Department Subdivision PINE CREEK < 11,41W Environmental Health Division PIN# 268602989515 PO Box 389, 100-A Southwest Blvd,Newton,NC 28658 LOT# • 16A 18.2 ,w NAME ON PERMIT: CRISTIAN MURA, 4833 FOREST RIDGE DR, Site Address: 3783 PLANTATION DR, VALE NC 28168 Property Size: Square Feet:69,696.00 Acres:1.6 Directions: 127 south straight onto platau right onto burls left onto Gilbert saint road left onto plantation property on the left. The issuance of this permit by the Health Department does not guarantee the issuance of other permits. It is the responsibility of the applicant/property owner to insure that all Catawba County Planning/Zoning and Building Inspections requirements are met. This Authorization to Construct Permit is subject to revocation if the site plan,plat or the intended use changes,or if site conditions are altered. The Authorization to Construct Permit is not affected by a change in ownership of the property. This permit was issued in compliance with the provisions of the North Carolina 'Laws and Ru/es for Sewage Treatment and Disposal Systems' (15A NCAC ISA .1900). Neither Catawba County nor the Environmental Health Specialist warrants that the septic tank system will continue to function satisfactorily for any niven neriod of time, Steven Price 09/14/2016 AUTHORIZED STATE AGENT APPROVAL DATE Permit Expiration Date: 09/14/2021 No grading or construction activity is allowed in areas designated for system and repair without approval of the Health Department. elipermit 09/15/2016 08:50 IP, A/C, WELL RBPR 08-2016-24461 3783 Plantation Dr, Vale A/C • Do not cut, drive, fill, or grade over septic or repair areas. • Septic system must be 10 ft from property lines; 50 ft from wells; 5 ft from building foundations and appurtenances; and out of right-of-ways and easements. • Install a new L000 gallon septic tank and 1,000 gallon pump tank that will pump to a pressure manifold with 3 sch 40 ''A" taps. • Install 330 linear feet of 25% reduction system with maximum trench depth of 30 inches; proposed (3) lines 110 ft each on contour. • Final grade of septic area must shed surface water off and away from system. WELL • Well should be 5 ft from property lines; 25 ft from structures; 50 ft from septic systems; and out of right-of-ways and easements. :3co( 250 O sr ?i tlsz k' G.o't' 6b •qe 30c' DIS tci f y uV CP A1 I /- ;) 1')= 60 DEPARTMENT OF HEALTH AND HUMAN SERVICES gat OS'-Zol It- 21-1(16/ Shee! / of 2- DIVISION DIVISION OF PUBLIC HEALTH,ENVIRONMENTAL HEAT:PI I SECTION PROPERTY ID#: ON-SITE WATER PROTECTION BRANCH COUNTY: Catawba SOIL/SI'Z'E EVALUATION for ON-SITE WASTEWATER SYSTEM (Complete all fields in full) OWNER: 0.3ht.. M't/ _ APPLICATION DATE ADDRESS: DATE EVALUATED: "e/3/ PROPOSED FACILITY: far PROPOSED DESIGN FLOW(.1949): 3L.47 PROPERTY SIZE: /, b LOCATION OF SITE: 37Y3 f/c_LL 4. J,.(� PROPERTY RECORDED: WATER SUPPLY: ❑ Private ❑ Public I15 Well 0 Spring 0 Other EVALUATION METHOD: 0 Auger Boring -6 Pit 0 Cut TYPE OF WASTEWATER: 4SSewage 0 Industrial Process 0 Mixed P SOIL MORPHOLOGY OTHER F 0941) PROFILE FACTORS .1940 E LANDSCAPE: HORIZON POSITION/ DEPTII .1942 PROFILE # SLOI'F.% (IN.) .1941 .1941 SOIL .1943 .1956 .1944 CLASS STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAI'RO RESTR & LTAR TENFURE MINERALOGY COLOR DEPTII CLASS IIORI% 0- 20 "$61c Sc-'-- Fl SC r( MA) tfo 13-4 3o- `io .5-6(C L i / se" . D -to (436'C $(..,- /c-/ _56 si eS Le-0)-- LS '1.0 -31 S6/c- C fl SC 40 N11- fry ii- 2 3-% 0. 2 S 31- `(o I�561L G(- r/ SE • o- (3 tS61c SL'- h Se- Ps t,S Is- 20 SSS IL C q n/� .0/1- t, k� } 3 r/ SC �� cf O. 27� y to - 32 3'3 lc C re Sc' .51 32- '-18 1456k CC ri JC ych- ,,.(AS o-/l to).56L s« r, &r �� OS /_S /S-3k c-5' s5F% SC g `#g p , 4 (0'( 2:c.< - tis (Asa. c F-/ S C DESCRIPTION INITIAL SYSTEM Rlil'AIRSYSIEM OTHER FACTORS(.1946): Available Space(1945) 15 1"S ' SITE CLASSIFICATION (.1948): r$ System'I'ypc(s) z,,�'(, („., •. “ Q EVALUATED BY: .S'e?-. `� O'I'FIER(S PRESENT: Site Ll'AR O,'L7'S 0.1;76 COMMENTS: SOIL/SITE EVALUATION Sheet 7— (Continuation (Continuation Sheet-Complete all field in full) DEPARTMENT OF HEALTH AND HUMAN SERVICES PROPERTY ID#: DIVISION OF PUBLIC HEALTH L6Y L ��_ 20(L— 7-9( 96/ DATE OF EVALUATION: ENVIRONMENTAL HEALTH SECTION L COUNTY: ON-SITE WATER PROTECTION BRANCH . P SOIL MORPHOLOGY OTHER F (.1941) PROFILE FACTORS .1940 LANDSCAPE .1942 E IIORI% POSITION/ .1941 .1941 SOIL .1943 .1956 .1944 PROFILE # SLOPE% ON STRUCTURE/ CONSISTENCE/ WETNESS/ SOII. SA PRO RESTR CLASS DEPTH TEXTURE MINERALOGY COLOR 1)EPTII CLASS HOR1Z &LTAR (IN.) 0-9 "'Ste- $cc_ Se' iA) 4) n/ a Y� LS 9'3`1 S6r- c A se: c). 3 I S 10'4 31-t "SSk CL, h SK • COMMENTS: 4h 0, - 24— ayy6 / Catawba County Environmental Health t� ('"is, C\N-72.-.%----------1/4 "---"N1 a�* 29.06 YJ �� 0 - .1/4 , : :, Joy A: r3 Ss, 8 or , N.71 nam - O4- itt 1 A: \ 4 4o ... X;192. �j a l 3S 7 � / G, ; s to Parcel: 268602989515, 3783 PLANTATION DR 1 in=60ft VALE, 28168 • 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 20 CALCULATIONS Location Project Number Lot No: No. of Bedrooms 3 Design Flow 360 gal/day LIAR 0.275 gal/ z n aay EZ-Lay? (YES OR NO) YES Supply Line Length 80 ft. Supply Line Volume 13.92 gal. FRICTION FACTOR INTERPOLATER Required Feet of Line 330 ft. 2" SCH 40 PVC Amount of Line from Layout 330 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 215.49 gal. 35 2.37 -2.25 Dosing Volume 150.84 gal. 40 3.03 Note: Dosing Volume based on 70% 43.07 3.48 of the lateral line volume. 45 3.77 48.14 4.28 50 4.58 57.11 5.89 60 6.42 Tank Draw Down 7.2 Generic Draw Down of 21 gatper in. Pump Run Time 7.07 minutes Elevation Head 10.5 ft. Pressure Head 2 ft. Friction Factor 1.27 ft./100 ft. (From the interpolator.) Friction Head 1.02 ft. Total Dynamic Head (+15%) 15.54 ft.