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HomeMy WebLinkAboutEHPR-10-2023-45797.tif �Bw,\ THIS IS NOTA PERMIT Case# EHPR-IO-2023-45797 d CATAWBA COUNTY HEALTH DEPARTMENT PLAN REVIEW APPLICATION FOR ENVIRONMENTAL SERVICES 8 su Environmental Health Plan Review-OSWP IPa2 Permit Fee Applicant SOIL&FORESTRY SERVICES OF THE CAROLINAS,PA (ASHLEY ROLLANS),PO BOX 5872, STATESVILLE NC 28687 Owner RONALD CAMBRIA, 1252 RIVER WALK,MOORESVILLE NC 28117 H:828-265-8540 HOME:828-265-8540 CAMBRIACARS@GMAIL.COM NAME TO APPEAR ON PERMIT Ronald Cambria SITE ADDRESS: 4134 BARBRICK ST,SHERRILLS FORD NC 28673 PIN# 460717118987 NAME of SUBDIVISION: EDGEWATER Lot# 7 Section/Block PROPERTY SIZE: Square Feet 26,571.60 Acres 0.61 DIRECTIONS: E NC 150 Hwy,left Little Mountain Rd, left Static Way right Barbrick property on right PRIMARY CONTACT: Owner SEWER TYPE: Septic Tank GALLONS PER DAY: 480 WATER SUPPLY: Public Water DESCRIBE WORK: a2 IP only 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? No Are there any easements or right-of-ways on this property? No APPLICATION FOR: New Structure STRUCTURE TYPE: PRIMARY RESIDENCE FACILITY TYPE: House OTHER DESCRIPTION: DESCRIPTION OF EXISTING STRUCTURES ON SITE(IF ANY) DIM EXISTING STRUCTURE: NUMBER OF EXISTING BEDROOMS: #OF OCCUPANTS: 8 PROPOSED CONSTRUCTION NEW STRUCTURE DIM:: 60 x 60 #OF NEW BEDROOMS:: 4 BASEMENT? Yes BASEMENT FIXTURES? Yes PLUMBING REQUIRED? EMPLOYEES PER SHIFT: NUMBER OF SHIFTS: TOTAL EMPLOYEES: SEATING CAPACITY: TOTAL FLOOR SPACE(SQ FT): Desired system types(Improvement Permit or Authorization to Construct): ACCEPTED: ALTERNATIVE: CONVENTIONAL: OTHER: YES INNOVATIVE: ANY: Other described: modified conventional eI pplirunm 10/18/2023 08:17 Page 1 of3 44e CATAWBA COUNTY Case# EHPR-10-2023-45797 ti t ,y Public Health Department Subdivision EDGEWATER d "I Environmental Health Division PIN# 460717118987 PO Box 389,100-A Southwest Blvd,Newton,NC 28658 zrliVw NAME ON PERMIT: (RONALD CAMBRIA), 1252 RIVER WALK,MOORESVILLE NC 28117 (Ronald Cambria) Site Address: 4134 BARBRICK ST,SHERRILLS FORD NC 28673 Property Size: Square Feet 26,571.60 Acres 0.61 Directions: E NC 150 Hwy,left Little Mountain Rd,left Static Way right Barbrick property on right 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 AREA5 FEENAME DATE FEE AMOUNT IPa2 Permit Fee 10/17/2023 $150.00 TOTAL FEES S150.00 FEES ARE NON-REFUNDABLE ONCE A SITE VISIT IS MADE OR WORK ON A PLAN REVIEW HAS COMMENCED SYSTEM REDESIGN AND/OR RETRIP WILL INCUR AN ADDITIONAL CHARGE (SEE FEE SCHEDULE) eliappliwUun 10/18/2023 08:17 Page 2 of 3 I Permit#: 1 .4,' " ,, -, � ROY COOPER•Governor ': NC DEPARTMENT OF ' ' HEALTH AND KODY H. KINSLEY••Secretary '-, HUMAN SERVICES MARK BENTON•Deputy Secretary for Health SUSAN KANSAGRA•Assistant Secretary for Public Health Division of Public Health Submittal Includes: (a2)Improvement Permit ,�., �52)Construction Authorization 0 Fee$ IMPROVEMENT PERMIT FOR G.S. 130A-335(a2) County: Chi+AIJix���// PIN/Lot Identifier: 1"/609['71 f 8937 Issued To: KOrl (.,.1 rhbrr‘A Property Location:L 3t1 BC ..&IL-K S+� She rriik 1 rL-( NC.. ,A96(,„73 Subdivision(if applicable) Cci,e,Wait"' Lot#: 7 Block: Section: LSS Report Provided: Yes C No 0 If yes,name and license number of LSS: S cot at I /IShIey 'RO ignna .ff 1/ 93 I New© .---- Expansion ❑ Systeml Reocation ❑ Change of Use 0 Proposed Structure: 9 3-tdrrfrm ReS i deal I a, L Number of bedrooms: ' Number of Occupants: 8 Other: Design Wastewater Strength: omestic 0 high strength ❑industrial process Proposed Design Daily Flow: 980 ,y� Cc/ Proposed LiAR(Initial): 0',3 Proposed LiAR(Repair): a Proposed Wastewater System Type*:/11O,/,F;c/CcatQ-rj:,1`',i ercl_ Lei,,, Pf p ) Pump q * rr n n,j ��r j � �'"�fnitial Required: [�fcr' 0 No ❑May be required Proposed Wastewater System Type :Adiffeci(7riJ-5 IC Lew rosvR. •(Repair) Pump Required: es 0 No 0 May be required *Please include system classification for pro osed wastewater system types in accordance with 15A NCAC18A.1961 Table V(a) Saprolite System(initial):E]Yes to Saprolite System(repair):0 Yes _ Fill System(Initial):❑Yes �No If yes,specify:❑New ❑Existing (when adding more than 6 Inches of fill to system area provide a fill plan) Fill System(repair);❑Yes o If yes,specify:0 New ❑Existing (when adding more than 6 inches of fill to system area provide a fill plan) Usable Soil Depth(Initial): 5-0Usable Soil Depth(Repair): J U �v �� Max.Trench Depth(initial)*: 30 Max.Trench Depth(Repair)=: _JQ // *Measured on the downhill side of the trench Artificial Drainage Required: ❑Yes t No If yes,please specify details: Type of Water Supply:0 Private well 0 Public well 0 Shared ell uniclpal Supply E]Spring ❑Other: Drainfleld location meets requirements of Rule.1945: Yes No❑ Drainfleld location meets requirements of Rule.1950: Yes No El Permit valid for:ErCyears[site plan submitted pursuant to GS 130A-334(13a)] 0 No expiration[plat submitted pursuant to GS 130A-334(7a)] Permit conditions: SeE. des Licensed Soil Scientist Print Name: J ut I kill /ails' Licensed Soil Scientist Signature: �-f.G-u I✓ — i Date: 4 The LSS evaluation Is being submitted pursuant to and meets the requirements of G.S.130A-335(a2). *See attached site sketch* RECEIVED NC DEPARTMENT OF HEALTH AND HUMAN SERVICES • DIVISION OF PUBLIC HEALTH LOCATION:5605 Six Forks Road,Building 3,Raleigh,NC 27609 MAILING ADDRESS:1632 Mall Service Center,Raleigh,NC 27699-1632 r1 23 www,ncdhhs,gov • TEL:919-707-5854 • FAX:919-845-3972 AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER Environmental Health catawba county public health Application for Environmental Health Services l -- THIS IS NOT A PERMIT — Application is for: ❑New Construction ❑Existing Facility -- -- ❑ Improvement Permit ❑Authorization to Construct — IgNew Septic ❑Septic Repair/Malfunction El Septic Relocation El Septic Expansion ❑Existing System Inspection or Reconnection ❑New Well El Replacement Well El Well Abandonment El Well Repair Property Address 4134 $aclorick Sheccilt% cocci NC.. .956(073 —— -- ------- _Acres Q•Lo► Subdivision Lot# Driving Directions to Property r\w 4 LSO l..i We. 64. RA kx.',L 01 '4-be I C.k. Sr} Describe work Applicant Name 'o,n,ngt Cc v r ,c io. Applicant Address rasa '11,'vet 13/4,ri mooccov ilk NIL a -7 Phonele,%_a o , Owner Name �n ftlia Email c_c „`bt���a� p9 ;\, Co Owner Address l,952 itAvec Nwy ifYlooCcsv'42. NC a`6117 Phone Ras laps- %s.4c I Email CAr-k C'to.C,gcs Eje rrto-I.cow-. Contractor Name Contractor Address Phone 1 Email Name to Appear on Permit? [`-Owner [-}Applicant ❑Contractor Who will be the Primary Contact? Q-fawner 04cpplicant ❑Contractor Proposed New Construction-Residential Primary Residence [ ' New Residence ❑ Addition to Residence #of New Bedrooms*t L{ #of Occupants IS Project Description L fib, Ces1C �\o.\ Structure Dimensions,also specify dimensions of decks&porches (Choose One) abasement ❑Crawl Space 0 Slab If Basement,Will There Be Water Using Fixtures In Basement Retaining Wall>2' ❑ Yes ❑ No }'Yes 0 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 Retaining Wall>2' 0 Yes ❑ No Yes 0 No Accessory Structure(s)Describe Structure(s)Dimensions Plumbing 0 Yes 0 No Describe Plumbing Needed — (Choose One) ❑Basement ❑Crawl Space 0 Slab If Basement,Will There Be Water Using Fixtures In Basement Retaining Wall>2' ❑ Yes 0 No ❑Yes ❑ No Multi-Family Residence #of Apartments #Bedrooms per Apartment*t Total#Bedrooms in Structure*t #of Occupants Structure Dimensions (Choose One) 0 Basement 0 Crawl Space ❑ Slab If Basement,Will There Be Water Using Fixtures In Basement Retaining Wall>2' 0 Yes 0 No ❑ Yes ❑ No Well Construction/Abandonment/Repair Proposed Well Type ❑ Individual Well ❑Semi-Public Well Abandonment Type ❑ Drilled ❑Community Well ❑ Bored ❑ Dug ❑ Unknown RECEIVED Well Repair Requested 0 Yes El No Describe Will Certified Well Contractor Install Water Line or Electrical Line from Well Head to Pressure Tank?0 Yes ❑No _'r)p3 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 n e „_,,. 1 Itheig libiriieree re Star N.arilbt .._ —. Satstrurt ood ' _.._ •Dr L'kKwp.er —. t1ie.aeamnl C Yei 0 No - buoy hunger, 0 Yes 0 lit . _ +1► ❑i*edytidatl w'rli _ 51Yred'A'd: - !limy-Stir of I' ve _ Dublk locks::r a-c rs+ Camea,aaa�r v►pt SCeupl'� f ostr2t;weer C t o le• ° C.TO z 4'7 ij Yet `i7 »..m._,, 0 PPr opaas e NM INU.. i CUM ti*itaM,,,,,r lifi.ir - I ySIM .... a........ ..... _.- ..... _ ` ----.- DAM Ana O IN Crarc` s `gym W{M� Yet Q tsire ei _ _ a of --�..__- s c lyres IClydsee 0 Yee 0 tie Iladda,Wrl;Laden 'pb�"a Fr Fib:A _ •of Stih. ...re ❑bla Daycare I a[0li�e• ----- Oil nespypsse pee lb&. - a at SIMI fir Type .« .` _._ —llasehesr Terver'ir'e Daher.““'. Ul a flare Sprco •Offoiplopes pa ail _ e et M ► -_ PCikaihmd Doypu Fit■.Csomercig s _ (Tat*aeie 1 ill be dmrrtiaesatd by E31 wth -- • Te OIgprcmu Abell store%beau kelt kteibiateal Vag 11161101110 idtir E+pvicnioa 1f ire air the kliklowitio,4 407 la the pINVIIIII ki gueatlee, MU svmarto .4r.^afl applicemt ens M*h etOp>eq*id0a____en 0 Yn ti'ilb Dam ter like moan Jay I..-4401eined Indus*' a Ye fTN.b Don tie erfm COMM ot:aer,i■ ',pim? a Yes Crib D Ye t;!iwa le'�'� � le Ow" peg eh he peheatte re the e•l SW tk:cork BMW'' C Yet ebio Is Set IN to wont ont bya pr.±8:' 1 Ass tun wit emeiome sr re&sr kr,e IS Ns papaw, Dare'c if applyllog is lea on Ia perrorsi!emit sr AotherkMi.e I.CM c. MaweerMawI.dic:we Behr 'ip.m„iip( : (sysl ss a as be noted Maeda Oster O c CIAlerm.i a C armeeltod avet ©iarr Li'Oder�A ,...1 3 , , 'Asti,ester 1*will be itieeeiled Stir sky*al Ire tome of etserstet,x to ire More eaeols0ires,a,sigauki be aced as a teci..4com aid co-3145:1 a ill grelleoglini Tbe mike, ar betttaitr ME be oeseebrlae l by rae.he rel,embed art f ica plus se e b ell/MO t, II tee:ane_+t b:tC:rt6 pc ru /teat,* glib mom aspic 4I11e6 esliamian it te Lim I. t Itethestrif boireamik+'�'•'1P.IN vaM t�?kw bet DOainGietsd :talk .,I,ill x by I k ri?" IlErliaraalniziumAt .I.'NISZ AuarnaNAL CtiktC r14!ILL KittaiaiJ DITITOMe aal White evl. pti a duty.soomos.nd>ai (el A ader1i uiLlee.Mc***4t efi BMW la 1. a es d lht a'r. ['Peat'elima., 'ey is i t au orabeirliprImber + phew.Calk,u tphoo�t wrua Is:ab,a d rr• alitr• MIMI.010isrtt ORIPly EMIIIIMINg08111 HUM it rase ref walk Er Memo%5 Lorne ed u tia_ice Coutiteld tOLticn1eht A valid Roo period of J Met.la¢sttareat P I M;u art w1k. iriLb titempictg she pu•'edr i moo,:'•ream with=mice diabetiodeabe pistol of Am Re Comma ire mail valid at lace he the iasprounreri Perms a+'eIe iffigalleatim !hest,maid*if hire moat it yolk,tor OD taotie(I vern0.Pamirs any he rr'oetd if the lision:oc brs r>r► .a Au dragetzt Y.9ttare kl adt!lose 6rire MostA art n*chorea Persist meg be n raked at Lila maims art a need sue` eeru ilk :�YrlR • 111►.Mr mitaisapshesties ,.f certify Wait likeisides perriea bran:la acne. Mei*Sirbdtenrd at may In aea�et ret wirmod of911armec A�,Inv;e d rule* 1 ewe t_rddllSiribfaW at r !bars r eD�bDldnatieec'c- iaiwewinkeppli�jb>k latiz:ease.rsi:p4 1 aideiiu.p M fief: 7 end 1,ibdiag at d1{rrspeatar Imes and c crrn:rs tr'd making:be tn►t 'rite mina*ese ix paternal a l The rs°.•onie rd it the of kite perm,et.411 sac*ti See • r r 1 Aitclic r 4r _.. -t.-G' Date edr . 'Arswcrl to*tt s SUft & FINE TRY SERVIgES OF THE CAROLINAS, PA www.soilandforestryservices.corn Project#: 23-0069 September 19th, 2023 Ron Cambria Attn: Ron Cambria Email:cambriacarsP'g \\-os+ llk RE: Soil&Site Evaluation for a 4 Bedroom Residence at 4134 Barbrick St, 0.61 ac Parcel, PIN#460717118987,Sherrills Ford, NC 28673, Catawba County, NC. Ron: 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. Topography within the evaluated area was gently to moderate slope near the house site with moderate percentage of slope in the proposed drainfield area. Property lines and corners were marked at the time of the evaluation by Don Allen &Associates Surveying. The Surveyor provided an Autocad File of the survey as a basemap. The house must be surveyed prior to Authorization to Construct. The proposed septic layout was located via GPS and tape measures which was used to produce the attached Site Plan. 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 four boring locations on the property flagged and located via GPS.Alf four of the auger borings are located in 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 via Autocad.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. • The septk layout fur this tot►I t'entertl ►'+ems:a It lal of 612 . - f he s. pc At t 3sret�,t fetal bf h� an+lar tlttt a,sine. The Phi +PcDrlh�:ed Atci. ;4/iih 11igbQ Cof-orrtJ+anM(SO%Reduction)drain rY sYste+rr is depth (tuw side)4 Mild ill 30sttn with law .re.'krtr tA4c;of►a+ d Conver'dardl t f" CMS. I The`id low is, +a+"rct�depth Oro* ) is gt ecitltd at [SO Poe J dealni'teid with P�gostd as 267 Imes. n:WI Is 34S Inset 'Pfav iwro dlttrlNutbn. rdilanialtenatiartIll leas of Ilea���fw repWr. npbeded eo Issi,f the IP-grun be stmt.- M fludt all felt rnpclorr q,� In l lied with th4 eppMrati�pn.the epplkatic7ln shalt tt„ "ac.*i .;I 43?fdl srw be'tutaoreaparried by p signed end daee+d nithreallit front the APPfiCigft fawner-Or drwNt S;;tig;I representative)that reads as follows: ante ILSSAG a:+01.;. ` 'fs.1 oetoc h+ed to this' 1�tm*to ttoo• or ysitth G.S. 23QA- t ,tr t+P be teedra rssrcr on Improvement Gomel r + Rat1c -it. print M M4_,, 1' Sieriatei _Lolety.. .s. The tSS evaluation shire,_tude a stawnent baring;x 4S seal ersl signature 1!►rt reads•i Fotla.rs; S evisktarido Is being)tube:1 t749 17..,4,;, r ra o-.!Tiiitets the rti1;,.remaents of as. 30A- ashimic This report What t the findings of MPS.PEA. Thil t55 rr vitiation Is bekisubiretted g u s.►t to awl twee �#of5S mil• st at Impact tries net the Silt n,�,nullify this ����� '� tft��n�o�dtflc3ti4ns that irnpat�the proposed septic vane gn f' r 4131 8.arbi tic Street-kot 7 PIt+t446071711$4$7.System l'Q eMrvM hod site radlokacrieltts s ffi bb id ,erred to far installation and Operatio[u Ptrrrrits to be ism by die total Hµaith Department. {umeaticro retard Ira ttese reaaltemtnu 1 Pre ldltt,'ramskameg a ecarclin nthreport Ot'th!#ttiK"1t ... I`lea sr contact51 crs $you have m y questions S F'i also offersptx s-es!*systeminsinspection,,wetlanddelineation tlrldtpragry S 10er+tly. k, , ,�.. R(� . r► ....., 0.7. ,c ipt . *10 ,0 b,r Ni 40111 ' i:C\ %,„„.... t,2:1,1 ..0.00/01:,) .`o"Bu wftx i ITM , ....wsw...WJ. f1iJf'« HI irs I35 'tw 1 .•Y tlttildirliertit Srefff , n 1t% ,r.:' t Sratermswg Iry a 0:1 '*aid)DEpOnnttfstifiCONHS 63s r-,Pp Pin-' ,c 1 ,t.*ae �' _ _ fith,ten :i>lq�ti i I fi t' i u erstand the t lc.documentation end MM.as req�r41;d In G.S.fa t3+C1Ar33S(a2L(i31,105),,and(aG),oitttchrci to Ii.us application any to be used to in*or Improvernent Ptrmit and/or Car►ttrutticn AJtr4tuist;ee-, n.;,asnt to G S.330A-33:5(a3Liali.end(a5{.1 understand that autl orb=a(!county aril state'diktats ate grinned lfP t al a Trtry to the p o et't kuliceled on thial 4 r>t irael' '►s rte bo armir*compli erCe*Vie ar ides.atlon to conduct that the InMt►fanstidr�in the pP�tb�lr 1ew3 end rules, I understand chef if tpliartlion for an l�l t P*imtt and/or Construction Autharlsatton ra Mired.daft* ,of the szte is altered. then the rfhpft;ivernent Permit and Construction Atathodratlon shall invalid. ' A S a#tstg Dale: /f -t ear's Shc ata ---`� �.. _ - _,.,. Date: ,{) '441 1 :`A. 1WPFL SUR & FORESTRY SERVICES DE 1-1-1E CAR(7LINAS, f-'A www.soilandforestryservices.corn Attached is a proposed design for an PPBPS Septic System w/Low pressure distribution for a 4 bedroom single family residence at 4134 Barbrick St,Lot#7, (PIN#460717118987),Sherrills Ford NC,28673. Contents: Page Information for the Installer 1 Design Information Design Specifications - 2-3 Layout Specifications 4 System Tapsheet 5 Site Plan/System Plan 6 Calculations • 7 Profile Descriptions __ 8 SOIL S Se: PPh1cat1tic Aon - � -- C CLIENT \� DEL A. RO. �fi IP orm � �S ,•��T rf l �'�� Irby ,. 12 31 9O GP NORM September 19,2023 Project#: 23-0069 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 NC 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 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 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 excavation - 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 a PPBPS installation with low pressure distribution. - Repair is specified as a PPBPS installation with low pressure dist. - Backfill 4 - 6" of material (County Approved)over panels, rake trench walls, lime side- walls, install trenches 24" wide and have no more than 1/4" fall in 10 feet. 2 LP HPPBPS SYSTEM FOR WASTEWATER TREATMENT Owner/Applicant: Ronnie Cambria Current Address: 1252 River I1wy Mooresville,NC 28117 Phone: 828.265.8540 County: Catawba Location: 4134 Barbrick St Sherrills Ford,NC 28673 Source of Wastewater Flow: 4 Bedroom Single Family Residence Estimated Gallons Per Day Flow: 480 gpd System Flow: 25.26 gpm Design Specifications Drainfield Size: 267 Loading Rate(gpd/ft.2): 0.3 Depth of Gravel in Trench: NA (PPBPS ) Gravel Size: NA(PPE3PS ) Trench Depth (LOW SIDE): 30 in., Repair 30in. Trench Depth Trench Width: 24 in. Septic Tank Size: 1000 Pump Tank Size: 1000 Estimated Supply Line Length: 68 Supply Line Diameter: 2 in. SCH 40 PVC Supply Line Volume: 11.83 Dosing Volume: 223.20 Supply Manifold: N/A Supply Manifold Length: N/A 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: 1.21 Elevation Head: 17.30 Total Dynamic Head: 23.59 Threaded Union: In Tank Gate Valves: 1 in Tank 1 per lateral Check Valves: In Tank Anti-Siphon Hole: NA Additional Comments: Soil suitability was performed by Soil & Forestry Services of the Carolinas, PA 3 4134 Barbrick St LP HPPBPS DESIGN FLOW(gpd): 480 SOIL APPLICATION RATE (gpd/ft.2): 0.3 TOTAL AREA TRENCH BOTTOM: 534 TOTAL LATERAL LENGTH: 267 NUMBER OF FIELDS: 1 LATERAL LENGTH REQUIRED PER FIELD: 266.6666667 SUPPLY LINE LENGTH: 68 TOTAL DYNAMIC HEAD: 23.59 MANIFOLD SIZE: N/A DOSING VOLUME: 223.20 PUMP TANK DRAW DOWN*: 10.6 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 4134 Barbrick Street Project#:23-0069 LAYOUT FOR 4 BEDROOM HOME September 19,2023 FLAG FLAGGED DESIGN LINE# COLOR BS HI FS ELEVATION LINE LENGTH LINE LENGTH TBM 0.0 100 100.00 INSTR. 1 HOUSE CNR (RIGHT REAR) 18.00 82.00 P. TANK 17.00 83.00 I RED 3.10 96.90 62 62 2 ORANGE 4.70 95.30 101 89 3 YELLOW 6.80 93.20 115 89 4 BLUE 9.20 90.80 127 89 5 PINK 10.70 89.30 130 130 6 RED 13.00 87.00 77 77 Total 612 536 SOIL LINE LTAR SYSTEM LTAR TRENCH TRENCH LENGTH GpD/FT2 TYPE GPDIFT2 SYSTEM DISTRIBUTION DEPTH(LOW SIDE) *System 267 0.300 MOD. 0.300 PPBPS LOW 30" PRESSURE Repair 345 0.300 Mod. 0.3(10 PPBPS LOW 30" PRESSURE Notes: **All septic lines and borings located via GPS and tape measures **All measures in feet **Nitrification lines are demonstrated on contour via colored pin flags • • LP PPBPS TAPSHEET-4134 Barbick St SYSTEM Line# Color Elevation j,enath Bole Size Flow/hole Trench Area Number of Panels 2 ORANGE 95.30 89 0.156 0.41 178 21 3 YELLOW 93.20 89 0.156 0.41 178 21 4 BLUE 90.80 89 0.156 0.41 178 21 total feet = 267 gal/min= 25.262308 62 Des.Flow 480 Pump Run= 8.78 soil LTAR 0.3 LTAR+5% 0.315 LTAR with mod. 0.6 LTAR with mod..+5% 0.63 .156 equals 5/32 inch hole CURVE TABLE CURVE RADIUS LENGTH BEARING CHORD C1 292.70' 81.77' N 89'20'09" W 81.51' C.0.S. LINE TABLE EDGEWATER HOMEOWNERS LINE BEARING LENGTH ASSOCIATION INC. L1 S 82'36'59" W 28.73' 2706/1521 VICINITY MAPS" �_� EIP NO SCALE*" 5g0'03'44 E G�a1�SS' 89'96' EIP li, G , SITE 6)�y Q �ry O. R'AR v • sm S�P� Z 2 q) alp A° ^ v STONEWALL141150 S \ T �p ... n ^ 4- co io / LOT 6 & PT.5 AD cb JASON B. WHITE �Dco ^-) 3431/0747 or..., .a0) --N / (\,<0 0 / z / /8 (boy? '4 LOT 7 c�•,� s 0.61 AC.) ;�, LOT 8 ________N ip oo' JASON WHITE eo l DANA WHITE p,Q 3668/0168 m Op a �ry 4e S�� 1.:(CY y°USF / LANDSCAPE EASEMENT30' FRONT (PB.61 PG.197) j ' L1 EIP C1 f EIP (11E. =�� E1P - _ _ FIRE N'77'p0 rq„E R HYDRANT 73.19' B(60ARBRICK' R/W) ST NOTES 0' 20' 40 1) THIS PROPERTY MAY BE SUBJECT 100' TO ANY EASEMENTS AND/OR RIGHTS OF WAY OF RECORD. LEGEND R/W 2) ACREAGE COMPUTED BY THE COORDINATE METHOD. E.I.P. = EXISTING IRON FOUND l— SCAI..E IN FEET 3) UNDERGROUND POWER I.P.S. _ #4 REBAR SET 4) NO GRID MONUMENT FOUND WITHIN 2000 FEET. R/W = RIGHT-OF-WAY 5) SETBACKS SHOWN PER PLAT PLAT BOOK 61 PAGE 197 CP = COMPUTED POINT VERIFY SETBACKS PRIOR TO ANY CONSTRUCTION 7 CALCULATIONS Location 4134 Barbrick St Sherrills Ford, NC 28673 Project Number 23-0069 Lot No: 7 No. of Bedrooms 4 Design Flow 480 gal/day LTAR 0.3 gai/n2day PPBPS? (YES OR NO) YES Supply Line Length 68 ft. Supply Line Volume 11.832 gal. FRICTION FACTOR INTERPOLATER Required Feet of Line 266.6667 ft. 2" SCH 40 PVC Amount of Line from Layout 267 ft. GPM f 20 0.84 Gallons per Minute 25.26231 gal/min -0 88 25 1.27 Required Septic Tank Capacity 1000 gal. -1.28 Pump Tank Capacity 1000 gal. 30 1.78 -1.76 Panel Volume 3.6 gal. 35 2.37 #of Panels 62 -2 25 Dosing Volume 223.20 gal. 40 3.03 Note: Dosing Volume based on 100%of#of 43.07 3.48 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 10.6 Generic Draw Down of 21 gal.per in. Pump Run Time 8.84 minutes Elevation Head 17.3 ft. Pressure Head 2 ft. Friction Factor 1.78 ft./100 ft. (From the interpolator.) Friction Head 1.21 ft. Total Dynamic Head (+15%) 23.59 ft. • Sheet 1 of 1 PROPERTY ID#: 460717118987.00 COUNTY: Catawba SOIL/SITE EVALUATION for ON-SITE WASTEWATER SYSTEM (complete af fields in full) OWNER: Ronald Cambria ADDRESS: 1252 River Hwy,Mooresville NO28117 APPLICATION DATE: PROPOSED FACILITY: DATE EVALUATED: 5/24/2023 4 Bedroom Residential-480 GPD PROPERTY SIZE: 0.61 AC LOCATION OF SITE: 4134 Barbrick St,Sherrills Ford'.IC 28673 PROPERTY RECORDED: yes WATER SUPPLY: 0 Private ❑ Well ❑ Spring ❑' Other EVALUATION METHOD: Public 0 Auger Boring ❑Pit ❑Cut TYPE OF WASTEWATER: 0 Sewage 0 Industrial Process El Mixed P R O SOIL MORPHOLOGY OTHER F .1940 HORIZON (.1941) LANDSCAPE PROFILE FACTORS POSITION! DEPTH PROFILE L SLOPE% (IN.)I CLASS E .1941 .1941 .1942 .1943 .1966 .1944 &LTAR STRUCTURE! CONSISTENCE/ SOIL SOIL SAPR RESTR # TEXTURE MINERALOGY WETNESS/ DEPTH CLASS HORIZ 0-12 BSLG FRSSS r L]I ne 12-22 RBSCLWFSBK FRSSS 1 L/10% 22-50 BRCWMSBK FRSSSP 50" PS 0.3 0-3 BSLG FRSSSP 3-30 RBCLWFSBK FRSSSP 2 L120% 30-50 RBSCLWFSBK FRSSS FEW SAP 50" PS 0.35 0-3 BSLG FRSSSP 3-11 RBSCLWFSBK FRSSS 3 L/18% 11-23 BRCWMSBK FRSS 50" 23-50 BRSCLWFSBK FRSS PS 0.35 0-7 BSLG FRSSSP 7-50 BRCWMSBK FRSS F FE DEPL TO 15" 4 L/12% 50" PS 0.3 30"+ 5 S 1I1 cs C. 7 6-' 7 r '_ r� ` i 1 i / ,' �I Ir N/A Atilt �r" i` a WAN MC' 31 Ov t: s'Q� 9 A RT0 �'i N/A 10 N/A DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM OTHER FACTORS(.1946): SITE CLASSIFICATION(.1948): PS Available Space(.1945) PS PS EVALUATED BY: Ashley Rollans System Types(s) PPBPS-Low Pressure PPBPS-Low Pressure OTHER(S)PRESENT: Chad Wagner&Mason Freeman Site LTAR 0.3 I 0.3 COMMENTS: Catawba County Environmental Health 425.00 117.47 53.00 90.00 pt 5 ,t 5 8 7 ^5 . . 280.0: •4122 •4134 •4144 28.82 81.65 72.39 101.•6 Al.16:4 57.71 BARBRICK ST 9 (219) 16.6 •4153 Parcel: 460717118987, 4134 BARBRICK ST 1 in=60ft SHERRILLS FORD, 28673 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. Copyright 2023 Catawba County NC 10/17/2023 Parcel Report - Catawba County NC Parcel Information: Owner Information: Parcel ID: 460717118987 Owner: CAMBRIA RONALD Parcel Address: 4134 BARBRICK ST Owner2: CAMBRIA DIANE City: SHERRILLS FORD, 28673 Address: PO BOX 3293 LRK(REID): 802730 Address2: Deed Book/Page: 3635/0509 City: MOORESVILLE Subdivision: EDGEWATER State/Zip: NC 28117-3293 Lots/Block: 7/ School Information: Last Valid Sale: $26,000 on 2021-02-19 Plat Book/Page: 61/197 School District: COUNTY Elementary School: SHERRILLS FORD Legal: LOT 7 PLAT 61-197 Middle School: MILL CREEK Calculated Acreage: .610 Tax Map: High School: BANDYS Township: MOUNTAIN CREEK School Map State Road #: 1964 Tax/Value Information: Tax Rates Zoning Information: City Tax District: All in County Zoning District: COUNTY County Fire District: SHERRILLS FORD Zoningl: R-30 Building(s) Value: $0 Zoning2: Land Value: $34,600 Zoning3: Assessed Total Value: $34,600 Zoning Overlay: CRC-O,WP-O Year Built/Remodeled: / Small Area: SHERRILLS FORD 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: 2007-09-05 Building Permit Address Search for this parcel. Firm Panel #: 3710460700J If available, Building Permits for this parcel. Septic 2010 Census Block: 3039 links are not permits. 2010 Census Tract: 011504 Septic Final Permits prior to 08/2018, contact Agricultural District: Environmental Health. Building Details WaterShed: WS-IV Critical Area Voter Precinct: P31/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. gSA C CATAWBA COUNTY T 100A SOUTHWEST BLVD NEWTON,NORTH CAROLINA 28658 RECEIPT a��i PHONE:828.465.8399 U �4�� Wednesday,October 18,2023 /842 sM www.catawbacountync.gov PAYOR: Soil&Forestry Services of the Carolinas, PA Soil&Forestry Services of the Carolinas,PA(Rollans,Ashley) PAYMENTS TRANSACTION NUMBER: TRC-75691233-18-10-2023 PAYMENT DATE: 10/18/2023 PAYMENT TYPE: Credit Card 312079744 INVOICE NUMBER ACCOUNT FEE NAME FEE AMOUNT 10-23-429378 110-580200-663000 IPa2 Permit Fee $150.00 TOTAL PAYMENTS: $150.00 EHPR-10-2023-45797 CASE TYPE: Environmental Health Plan Review WORK CLASS: OSWP SITE ADDRESS: 4134 BARBRICK ST,SHERRILLS FORD NC 28673 Applicant SOIL&FORESTRY SERVICES OF THE CAROLINAS,PA,PO BOX 5872,STATESVILLE NC 28687 **NO PEOPLESOFT ACCOUNT ASSIGNED** Owner RONALD CAMBRIA, 1252 RIVER WALK,MOORESVILLE NC 28117 H:828-265-8540 CAMBRIACARS@GMAIL.COM receipt 10/18/2023 08:15 Page I 01'