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Home My WebLink AboutIMPV-07-2016-074203.TIF .� CATAWBA COUNTY Case it IMPV-07-2016-074203 ^P~ n Public Health Department Subdivision CRESCENT LAND AND TI11 < 9.ym, HI Envirbnmental Health Division PINil 460603434047 3 0 'c •41,• PO Boy 389, 100-A Southwest Blvd, Newton, NC 28658 EOM 123 /8.2 's, NAME ON PERMIT: MARK HAMILTON, 2152 CONOVER COVE LN, DENVER NC 28037 Site Address: 5054 WICKFORD LN, DENVER NC 28037 Property Size: Square Feet: 30,492.00 Acres:0.7 Directions: Starting at Old Hwy 16 and Campground Road in Denver, Go .6 miles on Campground Rd, Left onto Catawba Burris Rd, Go about 1.19 miles, Right onto Bankhead Rd, Go abour 1.1 miles, Right onto Salleybrook Lane, Go about .2 miles, Right onto Wickford Lane & property is on the immediate Left. Owner/Authorized Representative Acknowledgement of Permit Receipt i I certify that I am the owner or authorized agent(owner's authorization required) representing the owner of the sic A�prr/operty described above. /'ll-( As the property owner or authorized representative, I have received the above referenced permit(s) as requested in e application for service EHPR-05-2016-23774 by the following method(s): Received in Person Facsimile Transmittal (Return form with signature required) Electronic Image Transmittal/ E-mail (Return receipt required) 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: 07/05/2016 ( // / .Owner/Authorized Representative Signature "/ I/f�i'LGt d- L47/(i� Date 7/b (0\9 /p Documentation of Permit(s) Transmittal (permit transmitted by electronic or other means) Permit transmitted by (ncrrne ofperson 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 ehpeunit (17/06/2016 08:06 ?A CAT.4R'BA COUNTY -5 0 Case# IMPV-07-2016-074203 ll I ,' Cr:2, Public Health Department • 14 Subdivision CRESCENT LAND AND TII\ 2 l K Environmental Health Division �� • 'r PIN# 460603434047 Lit 1 PO Box 389, 100-A Southwest Blvd. Newton.NC 28658 0 T INS. 13 LOT# 123 g.2/ L.1 NAME ON PERMIT: MARK HAMILTON, 2152 CONOVER COVE LN, DENVER NC 28037 Site Address: 5054 WICKFORD LN, DENVER NC 28037 Property Size: Square Feet: 30,492.00 Acres:0.7 Directions: Starting at Old Hwy 16 and Campground Road in Denver, Go .6 miles on Campground Rd, Left onto Catawba Burris Rd, Go about 1.19 miles, Right onto Bankhead Rd, Go abour 1.1 miles, Right onto Salleybrook Lane, Go about .2 miles, Right onto Wickford Lane & property is on the immediate Left. Improvement Permit Facility: Primary Residence - House Permit Category: New Septic Bedrooms 3 WATER SUPPLY: Private Well Basement? No Basement Plumbing? INITIAL SYSTEM SPECIFICATIONS Permit Valid: Expires In Five Years: _X_ No Expiration: Projected Daily Flow 360 g.p.d Proposed Wastewater System: 50% REDUCTION Type: IIIB - SYSTEM W/SINGLE EFFLUENT PUMP PUMP REQUIRED Permit Conditions: *Do not drive, grade, or fill over any designated septic area. *Keep all parts of the septic 100 ft from any well. *A well abandonment permit is required to abandon the existing well. *This permit is issued in accordance with the design submitted by Adrian Pruett, LSS. *Also see attached permit conditions submitted by Adrian Pruett. *TS-II pretreament is required for the repair system. REPAIR SYSTEM SPECIFICATIONS Repair System Required? Required Proposed Wastewater System: DRIP IRRIGATION Type: VC- AEROBIC TREATMENT UNIT(ATU) PUMP REQUIRED ***** OPERATOR REQUIRED ehpenuit 07/06/2016 08:06 CATAWBA COUNTY Case# 1MPV-07-2016-074203 mitt Public Health Department Subdivision CRESCENT LAND AND TI11 < ,,, ��'. 1{ Environmental Health Division PINII 460603434047 --�- PO Box 389. 100-A Southwest Blvd,Newton, NC 28658 LOT I1 123 /g41 NAME ON PERMIT: MARK HAMILTON, 2152 CONOVER COVE LN, DENVER NC 28037 Site Address: 5054 WICKFORD LN, DENVER NC 28037 Property Size: Square Feet: 30,492.00 Acres:0.7 Directions: Starting at Old Hwy 16 and Campground Road in Denver, Go .6 miles on Campground Rd, Left onto Catawba Burris Rd, Go about 1.19 miles, Right onto Bankhead Rd, Go abour 1.1 miles, Right onto Salleybrook Lane, Go about .2 miles, Right onto Wickford Lane & property is on the immediate Left. 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. 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 Improvement Permit is subject to revocation if the site plan,plat or the intended use changes,or if site conditions are altered. The Improvement Permit is not affected by a change in ownership of the property. '[his permit was issued in compliance with the provisions of the North Carolina 'Laws and Rules for Sewage Treatment and Disposal Systems' (l5A NCAC ISA .1900). Neither Catawba County nor the Environmental Health Specialist warrants that the septic tank system will continue to function satisfactorily for any given period of time. Robbie Phelps 07/05/2016 AUTHORIZED STATE AGENT APPROVAL DATE Permit Expiration Date: 07/02/2021 No grading or construction activity is allowed in areas designated for system and repair without approval of the Health Department. chpcnnit 07/06/2016 08:06 s / 1 00�0'1/4�' ^ NOT TO Sc `'�ti*L;L10 i 1 • �w N ROAD RIGHT OF 1,,° HT OP WAY PER MB 1 to o� (11 go • cps FIRM p ASE FLOOD PANEL #37104606000K ELEVATION f co t DATUM4AD 88 PAN. -• o ERROL L. ELEY rti� \\ & CATFtY M ELEY a 3 lig �� ` DEED BOOK 2066 PAGE 1117 7 ,)- 18" RCP \ P KE LOT 125 �� CONCRETE \ PLAT BOOK 18 PAGE 339 / 4 . �,il cut 33 E CYLINDER , \ O ° 2'�il r\ \- .. 0 41, v •4 ai, \ 760 CONTOUR j t-a \, \` PER FIELD LOCATION 1 0 o t 0� . ` grr�v °° t fs', . P97,41 co O 10,i; \^ WALENTION DOCK It-- Y o� DOCK y ;:f�� M o ,, 2 • ° �-R 4-,',� — L. LAKE NORMAN.' s ��` °° S-83°41:7 83°41' �� ,BENCH fir'' e �' 00 E , MARK `0``� 204.82' SCRgT�y MARK "�� .I ELEVATION 758.6 o (PER LAKE LEVEL �tTAJNS LOT 159 SECTION 34 BOAT RAMP v°, rn PLAT BOOK 16 PG 22 NANCY V CONRAD ONRgD DEED BOOK 3034. PAGE 670 .S L3580 Carolina Soil & Septic Consulting, PLLC 1498 Carson Rd., Cleveland, NC 27013 Phone: (704) 202-5791 Email: adrianpruett @yahoo.com NC Licensed Soil Scientist,SC Professional Soil Classifier. Certified Septic System Operator.Licensed Septic Installer. Certified Septic Inspector Attached is a proposed design for a PPBPS Septic System with PRESSURE MANIFOLD distribution for a 3 bedroom single family residence at 5054 Wickford Ln., CL&T Lot 123, Catawba County, North Carolina. Contents: Page Installer Information 1 Design Information Install Specifications 2 Field Layout Specifications 3 Pressure Manifold Tapsheet 4 Typical Pressure Manifold Diagram 5 Site Plan/System Plan 6 Dosing Calculations 7 Profile Descriptions 8 June 12,2016 Job Number: 2016-020 Design By: Adrian L. Pruett LSS INSTALLER INFORMATION: - The permit should be read very carefully prior to submitting bid. 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. - All tanks shall be properly back filled and compacted to prevent slump at a later date. - The installer is responsible for final grades and returning that grade to original, with exception of added structural features. - The supply trench shall be compacted to eliminate any 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. - 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 has no more than l/4"fall in 10 feet with no high or low areas within. If high or low areas do exist after trench excavation, high areas should be removed rather than filling in low areas. Do not over excavate trenches! Any fine grading should be completed by hand with a rake and shovel, leaving no loose material. - All pipe openings in the tanks shall be properly grouted. This also applies to the joints around the riser. - Earth dams, constructed of relatively impervious material, shall be installed at the beginning and end of each lateral to prevent unwanted lateral water movement. - 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 pin flag locations should be checked by the installer prior to beginning trenches to insure accuracy. - Pump tank riser should be 6" above grade, control panel should be 12" above grade. - If septic tank risers are used they should be a minimum of 6" above finished grade or within 6" of final grade if buried. - Design precludes use of foundation drains on the residence. - Backfill minimum of 6" of material (County Approved) over panels, rake trench walls, lime side walls, install trenches 24" wide. - System is specified as a PPBPS with Pressure Manifold Distribution. - Repair is specified as a TS-II Pre-treated Drip Irrigation - 3" of cover will he required to be brought in to maintain 6" of total cover. - Supply line must be installed minimum of 30" deep under driveway or sleeved in ductile iron or NCDOT grade galvanized corrugated pipe. - Existing well will require proper abandonment prior to drainfield installation. - Maintain minimum of 5' off of house with any septic component - Well must be installed minimum of 100' from all septic components. 2 PRESSURE MANIFOLD SYSTEM DESIGN SPECIFICATIONS Drainfield Design Flow(gpd): 360 Loading/Soil Application Rate (gpd/ft.2): 0.35 Depth of Gravel in Trench: NA (PPBPS) Gravel Size: NA(PPBPS) Total Lateral Length From Layout: 173 Total Lateral Length Required: 171.4285714 Trench Depth: 36 in. Trench Width: 24 in. Trench Bottom Area: 519 Septic Tank Size: 1000 Pump Tank Size: 1000 Estimated Supply Line Length: 136 Supply Line Diameter: 2 in. SCH 40 PVC Supply Line Volume: 23.66 Dosing Volume: 154.80 Pump Tank Draw Down: 7.4 Supply Manifold Size: 4 in. SCH 80 PVC Supply Manifold Length: 4 ft. (minimum) Supply Manifold Volume: N/A Recommended Dosing Controls: Float Control Switches as Required for Control Panel or County Approved Equivalents Recommended Control Panel: NEMA 4X Control Panel or Equivalent, County Approved Control Panel. Pressure Head: 2 ft. Friction Head: 3.03 Elevation Head: 12.90 Total Dynamic Head: 22.82 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 Adrian L. Pruett, LSS Owner: William Pettit Address: 11956 Sam Black Rd. Midland, NC 28107 Buyer: Mark Hamilton Telephone Number: 704-796-6006 'Pump tank draw down based on an industry standard volume basis of 21 gallons per inch. Draw down may vary among pump tank manufacturers. 3 FIELD LAYOUT SPECIFICATIONS 5054 WICKFORD LN., CL&T LOT 123 LAYOUT FOR 3 BEDROOM HOME June 12, 2016 FLAG FLAGGED DESIGN LINE# COLOR BS HI FS ELEVATION LINE LENGTH LINE LENGTH TBM 1.4 100.00 INSTR. 1 101.40 HOUSE 7.80 93.60 TANK 12.30 89.10 I PINK 2.80 98.60 21 17 2 YELLOW 4.40 97.00 45 45 3 BLUE 5.80 95.60 56 56 4 ORANGE 6.90 94.50 47 47 5 PINK 7.60 93.80 25 25 6 REPAIR 3402.5 SQFT 3402.5 SQFT Total 194 190 LINE SYSTEM SOIL LIAR TRENCH LENGTH TYPE GPDATr SYSTEM DISTRIBUTION "System 173 410D. 0.350 PPBPS PRESSURE MANIFOLD Repair 3402.5 SQF1 MOD. 0.125 TS-II DRIP LOW IRRIGATION PRESSURE Notes: ** TBM located at front right corner **All measures in feet **Nitrification lines are demonstrated on contour via colored pin flags **BS, HI,and FS indicate rod readings 7 CALCULATIONS Location 5054 WICKFORD LN. Lot No: 123 No. of Bedrooms 3 Design Flow 360 gal/day LTAR 0.35 gpd/"f PPBPS RED.? (YES OR NO) YES Supply Line Length 136 ft. Supply Line Volume 23.664 gal. FRICTION FACTOR INTERPOLATER Required Feet of Line 171.4286 ft. 2" SCH 40 PVC Amount of Line from Layout 173 ft. _ GPM f 20 0.84 Gallons per Minute 38.18 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 Panel Volume 3.6 35 2.37 Number of Panels 43 -2.25 Dosing Volume 154.80 gal. 40 3.03 Note: Dosing Volume based on 100%of# 43.07 3.48 of 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 7.4 Generic Draw Down of 21 gal.per in. Pump Run Time 4.05 minutes Elevation Head 12.9 ft. Pressure Head 2 ft. Friction Factor 3.03 ft./100 ft. (From the interpolator.) Friction Head 4.12 ft. Total Dynamic Head (+20%) 22.82 ft. DEPARTMENT OF HEALTH AND HUMAN SERVICES Sheet I_of 2 DIVISION OF PUBLIC HEALTH,ENVIRONMENTAL HEALTH SECTION PROPERTY ID N: 460603434047 ON-SITE WATER PROTECTION BRANCH COUN_TY:Satawba SOIL/SITE EVALUATION for ON-SITE WASTEWATER SYSTEAI (Complete all fields in Tull) OWNER: William Pettit _ APPLICATION DATE ADDRESS: 11956 Sam Black Rd..Midland,NC 28107 DATE EVALUATED:_6-11-16 PROPOSED FACILITY: 3 Bedroom PROPOSED DESIGN FLOW(.1949): 360 gpd PROPERTY SIZE: 0.70 AC LOCATION OF SITE: 5054 Wickford Ln., Denver,NC 28037 PROPERTY RECORDED: Yes WATER SUPPLY: X Private 0 Public 0 Well 0 Spring 0 Other EVALUATION METHOD: X Auger Boring X Pit 0 Cut TYPE OF WASTEWATER: X Sewage O Industrial Process ❑Mixed • • • • • e R .SOIL MORPHOLOGY OTHER F (.1941) PROFILE FACTORS I .1940 L .LANDSCAPE HORIZON E ., POSITION/ - DEPTH .1942 - PROFILE q SLOPE% (IN•) - .1941 • .1941 SOIL .1943 -.1956 .1944 CLASS STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SA PRO RESTR & LTAR TEXTURE MINERALOGY COLOR DEPTH CLASS HORIZ LSS 0-3 B SCL GR FR,S5,SP,SEXP 24" I'S - PS 12% -FEW SAP. B3-I5 R C MABK FR,SS,SP,SEXP 15-24 R C WFSBK FR.S5,SP,SEXP -COM.SAP. 1 — -COM R C 035-0.375 24-52 VAR FSI.SAP M FR,55,SP,SEXP VEINS GPD/SQFF LSS 0-4 GRAVEL 52" - - PS B4-9 R C COMPACTED 9-22 R C WFSBK FR,SS,SP,SEXP -FEW SAP. 2 -COM.SAP. 0.35 GPD/SQFT 2210 YR CL WFSBK FR,SS,SP,SEXP FEW QUARTZ -CONI./MANY 40-52 YR CL WFSBK FR,SS,SP,SEXP SAP. • LSS 0-1% FILL 56" - - PS P 10% 18-25 B SCL OR FR,SS,SP,SEXP — 25-54 RC NINISBK/AIIK Fl,S,P.SEXP 1 ' -FEW SAP 0.3 GPO/SOFT>18" 54-56 R CL WFSBK FR,SS,SP,SEXP LSS 0-24 FILL 70" - - PS p 10% 24-28 GB SL GR FR,SS,SP,SEXP 24-34 B SL GR FR,SS,SP,SEXP 2 'COM Mn.Corn 0.25 GPD/SQFF 24- 34-53 R C WFSBK FR,SS,SP,SEXP A nm cony 53" SAP,COO 111,1,iW 53-70 R C WFSBK FI,S,SP,SEXP CHI<2 POSSIBLE unro DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM OTHER FACTORS(.1946): NONE SITE CLASSIFICATION(.1948): PS Available Space(.1945) PS PS EVALUATED BY: ADRIAN PRUL'I"I' Systemlype(s) PM PPBPS 'I'-II DRIP IRR. OTHER(S)PRESENT: MARK HAMILTON Site LTAR 0.35 0.25 Updated February 2014 COMMENTS. LEGEND use the following standard abbreviations SOIL CONVENTIONAL LPP MINERALOGY/ LANDSCAPE POSITION GROUP TEXTURE .1955 LTAR* .1957 I.TAR• CONSISTENCE STRUCTURE CC(Concave Slope) I S(Sand) 1.2-0.8 0.6-0.4 SEX I'(Slightly Expansive) G(Single Grain) CV(Convex Slope) LS(Loamy Sand) EXP(Expansive) M(Massive) D(Drainage Way) CR(Crumb) DS(Debris Slump) II SI,(Sandy Loam) 0.8-0.6 0.4-0.3 GR(Granular) FP(Flood Plain) I.(Loam) SDK(Subangular Blocky) FS(Foot Slope) ABK(Angular Blocky) II(Head Slope) III Si(Silt) 0.6-0.3 0.3-0.15 PL(Platy) L(Linear Slope) SiCI.(Silty Clay Loam) PR(Prismatic) N(Nose Slope) CI.(Clay Loam) R(Ridge) SO.(Sandy Clay Loam) MOIST WET S(Shoulder Slope) Sib(Silt Loam) T(Terrace) VPR(Very Friable) NS(Non-sticky) IV SC(Sandy Clay) 0.4-0.1 0.2-0.05 FR(rnuhle) SS(Slightly Sticky) SiC(Silty Clay) FT(Finn) S(Sticky) C(Clay) VI"(Very Firm v.Very Sticky) VS(Very Sticky) 0(Organic) None None FFI(Extremely Firm) NP(Non-please) SP(Slightly Plastic) *Adjust LTAR due to depth,consistence,structure,soil wetness,landscape,position,wastewater flow and quality. P(Plastic) NOTE VP(Very Plastic) HORIZON DEPTH In inches below natural soil surface DEPTH OF FIL7. In inches from land surface RESTRICTIVE HORIZON Thickness and depth from land surface SAPROLJTII S(suitable)or U(unsuitable) SOH,WETNESS Inches from land surface to free water or inches from land surface to soil colors with chroma 2 or less-record Munsell color chip designation CLA.S.SH'7Cd77ON S(Suitable),PS(Provisionally Suitable),or U(Unsuitable) Evaluation of saprolite shall be by pits. Long-term Acceptance Rate(LTAR)',gal/day/R' Show profile localions and other site features(dimensions,reference or benchmark,and North). ._— —......_.__ ..—.._--____ __ _ __ --- -- - . — — ._ _b___...... . — — —___ — ,-- 1 - — — — -- — Updated February 2014 SOIL/SITE EVALUATION Sheet_2_o(_2 (Continuation Sheet-Complete all field in full) DEPARTMENT OF HEALTH AND HUMAN SERVICES PROPERTY ID#: 460603434047 DIVISION OF PUBLIC HEALTH I DATE OF EVALUATION: 6/11116 ENVIRONMENTAL HEALTH SECTION COUNTY: CATAWBA ON-SITE WATER PROTECTION BRANCH . - . . . P • R 0 SOIL MORPHOLOGY OTHER F (.1941) PROFILE FACTORS .1940 I. E E LANDSCAPE .1942 110RIZ .1956 .1944 PROFILE POSITION/ OX, .1941 .1941 SOIL .1943 ti SLOPE% STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPRO RESTR CLASS DEPTH TEXTURE JIINF:RALOCY COLOR DEPTH CLASS 1IORIZ &LIAR (IN.) LSS 0-12 FILL 53" - - PS p a 12�a 12-16 I3 SCL/CL WFSBK PR, SS,SP,SL'P -FEW MN. 3 16-50 R C MMSRK/Al3K FT S. P, SEXP FEW SAP -FEW SAP 0.3-2 75 50-53 R CL WFSBK FR. SS, SP,SEXP GPISQFT LSS 0-4 B SCL COMP. 52" - - PS P 8-10% 4-12 RCM COMP. • 4 2-43 R C MMSBL/A K PI. S P. SEXP 0.3 COM GPD/SQFT 43-52 YR CL WFSBK FR. SS, SP, SEXP SAP. • PLSS 0-18 R C MMSBK/ABK FI, S. P. SEXP 29" PS - PS 13% -FEW SAP 18-23 R C MMABK/SBK Fl,S,P,SEXP 23-29 R CL WFSBK FR. SS, SP, SEXP -COM. SAP. 0.35 -FEW/COM. GPD/SQFF 29-35 VAR SL SAP M FR, SS,SP,SEXP R CL INCL. -FEW RCI. 35-57 VAR SL SAP M FR, SS. SP, SEXP INCL. • PLSS 0-6 GRAVEL 28" PS - PS 10 6-12 R C COMPACTED • 6 12-25 R C MMSBK FR, S, P.SEXP 0.35 GPO/SOFT 25-28 R C MMSBK Fl. S,P. SEXP -COM_R C 28-37 VAR SL SAP M FR.SS,SP.SEXP VEINS 37-60 VAR SL SAP M FR. SS, SP, SEXP -FEW/COM_ R CL INCL. COMMENTS: Updated February 2011