Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
AOWE-04-2023-194303.TIF
ReFiC00031167o5 Slim A55' nq g F-9or� Q"j A6P2- q- ?3-tl�13 REF—a000 6(1 r case IT) colkof- 1 i pullet es 4 ROY COOPER•Governor ill o 1, ` Oy— Zo 0— IOi 1430,; • ,- , .Q�y NC DEPARTMENT OF �tila •�� KODY H.KINSL.EY•Secretary i'":�'0 o HEALTH AND o HUMAN SERVICES HELEN WOLSTENHOLME•Interim Deputy Secretary for Health .!k �,, ` MARK T.BENTON•Assistant Secretary for Public Health Division of Public Health COMMON FORM FOR AUTHORIZED ON-SITE WASTEWATER EVALUATOR PERMIT OPTION FOR NON-ENGINEERED SYSTEMS See Instructions for Use in AppendixA Except for"Date received",this Section to be completed by the AOWE in accordance with G.S.130A-336.2 LHD USE ONLY: Initial submittal of this NOI received: q I ( 7 3 by g-19 Date Initials PART 1:Notice of Intent to Construct(NOI)-Please check all that apply ®Single System or ❑Multiple Systems AND ®New 0 Expansion ❑Relocation of all or part of the Existing System ❑Relocation of Repair Area El Repair—LHD Permit Number ❑Repair—EOP/LSS COVID 19/AOWE Permit Number 1. Facility Owner's name:(Owner,Company Name,Utility,Partnership,Individual,etc.): Adams Homes-AEC, LLC Mailing address:3401 St.Vardell Lane, Suite B City:Charlotte State: NC Zip: 28217 Telephone number: 704-558-4527 — E-mail Address: bcashioneadamshomes.com 2. Authorized On-Site Wastewater Evaluator(AOWE)name:Jeff Vaughan LSS.License number:1227 AOWE Certification number•10003E Mailing address:501 N Salem St, Suite 203 City:Apex State:NC Zip:27502 Telephone number: 919-859-0669 _ E-mail Address:jvaughan ..agriwaste.com 3. Licensed Geologist(LG)(if applicable)name: License Number: Mailing address: City: State: Zip: Telephone number: E-mail Address: 4. 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: ®AOWE ❑ LG 5. Property location(physical address,tax parcel Identification number or subdivision lot,block number of the property to be permitted Let al Colchester Court, Catawba, NC_28609(Cardiff Glyn Subdivision) County Name: Catawba LOT 57 Amended based on PLAT dated January 26,2023 RECEIVED 1 ECEIV r NC DEPARTMENT OF HEALTH AND HUMAN SERVICES • DIVISION OF PUBLIC HEALTH A . r 2023 OCT 1 6 2024 LOCATION:5605 Six Forks Road,Raleigh,NC 27609 J MAILING ADDRESS:1642 Mail Service Center,Raleigh,NC 27699-1642 www.ncdhhs.gov • TEL:919-707-5874 • FAX:919-845-3972 Environmental Health p,N EQUAL OPPORTUNITY I AFFIRMATIVE ACTION EMPLOYER En ronmental = th f �WL— iJ'4— AOWE Common Form LHD Reference: 7 DL3— 19431 6. Type of facility: g Place of residence No.Bedrooms:4 _ No.Occupants:$ ❑Place of business Basis for flow calculation: ❑Place of public assembly Basis for flow calculation: 7. Factors that would affect the wastewater load:domestic strength wastewater from a single-family residence 8. Type and location of proposed wastewater system:Gravity 25% Reduction drain field product Location shown on site plan 9. Design wastewater flow:480 _gpd Design wastewater strength: ®domestic ❑high strength ❑industrial process(For high strength and industrial process wastewater,a Professional Engineer licensed in accordance with GS 89Cshall design the on site wastewater system.) 10. A plat as defined in G.S.130A-334(7a)is attached: 0 Yes l No A site plan as defined in GS.130A-334(13a)is attached: ®Yes ❑;No 11. 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: ®Yes ❑ No This is a saprolite system. ❑Yes ®No 12. Evaluation(s)of soil conditions and site features in accordance with G.S.130A-335(a1)signed and sealed by a LSS is attached: ®Yes ❑No 13. Evaluation of geologic and hydrogeologic conditions signed and sealed by a LG is attached ❑Yes gl NA 14. Proposed landscape,site,drainage,or soil modifications are attached: ❑Yes ®NA Attestation by AOWE pursuant to G.S.130A-336.2 I,Jeff Vaughan hereby attest that the information required to be included with Authorized On SiteWastewaterEvaluator(PrintName) 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,and that the proposed system does not require a Professional Engineer,licensed in accordance with G.S.89C,and in accordance with 15A NCAC 18A.1938 and activities determined to be engineering as determined by the North Carolina Board of Examiners for Engineers and Surveyors. /V April 4 2023 Signature of Authorized On Site Wastewater Evaluator Date Owner self-submittal of NO1: I, hereby submit this NOI prepared by Print Name of Owner Print Nome of Licensed PE pursuant to G.5.130A-336.1. Signature of Owner RECE1V...::I, •. OCT 1 6 2024 Environmental Health DHHS/EHS/OSWP—AOWE COMMON FORM Updated April2022 Page 2 of 6 AOWE Common Form LHD Reference: b�''` �0�'1.v 2,3 r �5 q 3°3 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 AOWE Permit Option(G.S.130A-336.2(f)J RIGHT OF ENTRY: The submittal of this Notice of Intent to Construct grants right of entry to the Local Health Department and the State to the referenced property. ISSUANCE OF BUILDING PERMIT: Once the LHD deems that the Notice of Intent to Construct Is complete via signature In the section below,the owner may apply to the local permitting agency fora permit for electrical,plumbing,heating,air conditioning or other construction,location,or relocation activity under any provision of geneml orspedal law pursuant to G.S.130A-338. RECEIVED OCT 1 6 2024 Environmental Health DHHS/EHS/OSWP—AOWE COMMON FORM Updated April2022 Page 3 of 6 4,. r > /� AOWE Common Form LHD Reference: A a L'O E--`04 'to 2-3-- Icilt 303 This section for Local Health Department use only. PART 2: LHD Completeness Review of the Notice of Intent to Construct "(c) Completeness Review for Notice of Intent to Construct—The local health department shall determine whether the notice of intent to construct required pursuant to subsection(b)of this section is complete within five business days after receiving the notice of intent to construct.A determination of completeness means that the notice of intent to construct includes all of the required components.If the local health department determines that the notice of intent to construct Is incomplete,the local health department shall notify the owner and list the information needed to complete the notice.The owner may then submit additional information to the local health department to cure the deficiencies In the initial notice.The local health department shall make a final determination as to whether the notice of Intent to construct is complete within five business days after the department receives the additional information.if the local health department fails to act within any time period set out in this subsection,the owner may treat the failure to act as a determination of completeness. The owner shall be able to applyfor the building permitforthe project upon the decision of completeness of the notice of intent by the local health department or Vile local health department fails to act within the five business day time period." The review for completeness of this Notice of Intent was conducted in accordance with G.S.130A 336.2(c). This NOI is determined to be: 0 INCOMPLETE(If box is checked,Information in this section is required.) Based upon review of information submitted in Part 1,the following items are missing: 1 Copies of this form listing missing items were sent to the AOWE and the Owner on Date via with directions to re-submit missing items using Page 5 of this form. Email,FAX,USPS,hand-delivered Print Name of Authorized Agent of the LHD Signature of Authorized Agent of the LHD Date [COMPLETE(If box is checked,information in this section is required.) Based upon review of information submitted in Part 1 of this form,this NOi is deemed COMPLETE. Copies of this signed form were sent to the AOWE and the Owner on via Y 4 4-t ( . Date Email,FAX,USPS,hand-delivered A copy of this NOI and tracking information was sent to the State on via, . Date Email,FAX,USPS,hand-delivered cSsoP �a,I r 6 if 17,,s(7,0-1,3 Print Nome of Authorized Agent of the LHD • ature ofAuthbrized Agent of the LHD Date RECEIVED OCT 1 6 2024 Environmental Health DHl-IS/EHS/OSWP--AOWE COMMON FORM Updated April 2022 Page 4of 6 // 11 y a ,� 1 <os g .r r W 1 1 1 FiwH 5 I. li2 I @ �pp ''711 yzH z g^' R. I !Oft 7 Iw`alIVA a 94 !hp , 4u SW t s9. (£00/US)GYOU7711VSd6 111,V 11 1 V '� 5a e�3� qqcR peg e AZIalralge--r �3---------------------- ; + U m g8 444114 am'rxrt'mar mraPM 1 m'�, Z q�aEKg1E€ 044 3@ # `pp P_ x'xn xwr I.ssm 'ssor 'a'r ii Lr- ,xo Id = fat€€.1$ M 2 a A g ` aiQ6 \ e e -- Ifr I Z LEI Fi E Ls 5 aY�=E iq `z it EYn s EP 6 1- \ r ♦ �• ❑ 1 (y, $9i Ili I e E.° 3ri a 6o'a'2- �`€5 € 1 \\/ _�- -J -" �5 11I� 1 ❑ U q§ `� I�a@y e' s�e ab-ss sl aQ \ „, an- -" r '�--_ L_=I_ z sE�E`61' e<g €iesla'3 i o;2`F \\ ❑'i J i =-44 tc . )x tanore,„,„,a p SY@f9`ic • 8 1Ea,63., E `d R C ,. � I4r.tri--z"_JL31931IJ70J as ` 83�P7e g � �� gbh!!! `aP ga 5 s rR a--\ ice- ,,' 1 I -_7 - `a4na R €3 pEppFpF 3 QQ a ; y,'alyy�"k97�' 0: {yr ''.: pg`i I/ Cg / rg /I .qp<=@ 5 E t` E;- . 9 ' F -ere-- V Z i i'1 •aE / .t i ��a a ❑0 1 e° ,11GLSP fg a ?@p t i s .)h /yr ..0 —\ 93' 5 jai '5 I1�� a�;,/ !/ O° @3p � z r l '�. 4t'':,. N ItaF gi: , e a. 1,;/ ?�` *.1,,,. ..v:' ^y°!!s // �/ A'/ / I 3 �3 ~J` k`J � k $Wa z3ggi� r jell \� -8J6 @ F s'8 ar \ \ V 'Ta �l r e 5 Fa c i2igNig i E 5 i! \ aG \ : ,."vu .w !� '�+ a l �a Q\ \ / l , w qp;11111 j3 °3eH�ny11� 2e A c � a .5 �/ e \ \ J%K �/ -1 . / oa gs ia" / if • 31F ' L gal \ ® • // ap ,1 $9 g i s / O9 ! 4 + p p C ,g a/ _ a aa :3c23i y "15'�c a age @` @ /� -. S/ rQ�, \ \—/ /L //� � I�gp_ 44 `g-.5tl x 5 § Fgi ®g " \:,,, _-c5 a .a15;;sES, z . ➢ ' HF € L. ga � t-. > 6. B' � +;J I._ -1 I // g 4 .b 91 ; 4l /�— �., F/ ep IC%1 5/- ` .tb,""�. °r is°,s` a E € .a/ • �`2Y.��� / oa g'%( // 4C \�o�. Y°>'4', . < Z o 'a s5i I a/ a°2"sau - J % • / 2 '»,?\ 1,A / ag ! is ` as r� U 2i2.g i & r,F E --.,,,..s'ala&.L_ 2Y' / e \!, � / •I/ N. N.) NJ? , al \ / . ke 3 a @ € ?�Y u rr Z E;A c . /w al I E a I / ggg �ji ` \/lea 3 �° J ;, Ip „/, > s^ \ ii oy / t ► e el''1' //5 p5Ea9 ^ HES�hazpy2pa €EaQyp $ It ._ h,,7 ^ ,\ .,r /' !hi ligil @y. Q aliiiiiillii "'lib g \__ '"' I.. QEa .\ \'/ 9 e t\ \/ `" %/`/ 13 ap3 a tar I. Ni9ii' :s> a 0 \ \ n 46 c °.�F''° �ir"ire 3 \ gill ' \ /:c\o�"'i j ra ti; .. �aQ ''fit \ (]31 \ v;P, / NN,\ G ""a= e MI �aa� `..,\\ 4 r.' �$' •-�/ \•v\ tig Nh\//d `ax ��'s 5 and ., t�r:= ;.y ..:• ,e.:::.„.,-% /�\ \ \ #S ,\ \/ 'r ��Iz ` Oil )/:*-------/• p \'� eg MI` C g \ ` -I G `I�._ NN _ s= '= e l _� P /1''I R.4%+�i"!%ire p \ Av/ ep � a: Vi.\ @@p \\ C?p N 2 13 JIP 9 {� KK I/g \ iy`fr/ v. \ Dag \ F y " �§ f(z�// gg 3 / •�N.. :.W� :..A,„i iGdti�p§j/7"14//�/- m..,....,, = ./ e1 s will G� �5 `�\\ _� r 1\ I ,E,f§ � 5° "' Ie;' t`I1`k//,'Nr/i/ri-i.n"�rot'tm,1,....,I:r.na. ( g"5S l! 9` 5 M ..WT6 I " I \•\ d Ec4C F V 3. p °qQ ,.Y• I _J C _� \' wa P� Ma°a~I `0 i g 1 t I. E '\ I ?I5�g4pN S 4. "`°�',. o E11 iY 11 c i �Q� a�6'afo—. 1 is j iigiq ; i Es,\ .-pal p�1p15 g oiA 9 �, as ,r . '.orx'! aorl ; W,,�.>• •Rp 1 tFp j q29 I y€@ I x9r i. OGGAA 1 a 1 a 1 �+a 1 EGtp 1 %1. I € $li ii 'N,...., °a�w •• SSE i• Iv d 1 .,gg.p 1 44iaFFIkkkap 1 i _ STs� M�-4 II . Ij Y i !j ad%. 1 3j- �A 0_ tip - zH 66 ,to 1. dd 1 41 -' M, k j S4 I II ia$ ;1 I` ° ; d 0 CT 1 6 20p4 L 1 e lit.d i$i gi ! 35'OHM! �lX 'c a !; h g, 39 "n3� 40, Aae sg Elie. °i:Scg.3 z Envirmir 19n'i£1l Hoalth d 6isa € :5 ,a J J� off° g g B '711 R 8 !!! �aC. U'.w- W?on z 3 < off. �d>' _,•z86 4 roof as1 ovo r77114SI n,nw , =gy7p °(q _ _" ��F ayp gt 122$� g T'�' r I • _= 1.5.1 i (f'1, i d4 ' fs� l �_ —rfoor.;7s1-d.v ''''"' )\--c" :---‘-\ ..11 I da V �� _— Inca me,mx•ror�...,. r—vws-1 1—g„ F R ............ 7�� °�o��oyo yne m `e e ...' id I e s I e I I g:tc Ig� 1 -1 r � çj23r �Ii I I.,I mf •10 I og la SI'I I I ..N "51 O9 :12 :1 e 1> & g 0 ki4 1. . _-- ai—ii c.,.�_� •zena tsaHd�o� .�' L I�= I I k I I / ! J 1 g ♦ _1 II _7 _ —v �r amJ 1 J T / Iy�� P.ilti---.1,,,:s.i. g:0E4 KO �0. I9 /1 w/ ,~/ is .a Ag c I 5, \ s s 1Alliii*SiM111.4 \ i 1 „ „„�i; ' ^a,,, /' ,� / 9A 1 I, I 1 - I ,I V •'�;› •w n�'�I,., \ i y@g w ,,:• hi, sQ vy44, +� r-- L I F�I —II I r 191 I 51 \ \.%a \,_J ... 1 �'• gipp, N, —� > `� og8 I,,0; I ,_ 1 Al /pp �/ ep / I / p -I h— •- ^,'I j I a • I ../.:/*. ell //� r I° \9 J�/ E_/,1/Oli O�Q O!7 .I I egi . / 1 j t i I I --..%.nyk.L ,.J' it lI / \- \❑di/ /1 1 ''.I V 1 — ° `,:. - / I I❑9g I ep 1 I A II a �M .Y� "" _}._•v / 1 I I s 1 a g T •��. Sy`\�� aeJl\ I I OIi 1s I �` �� r1 ,—_ ° / I I II I � A4 ,i �•. Ffir / �1;,, ry'° n� `L�I / = I. I r-•,`4a �/ fee / I I 1 �a I II`° 1' �5 • ' ei x°�: / I I 1 -i e 1 I aQ ' 2 sos.-/ I ��- „„,- ...w'."�� 1 , '1 7 �i ,g l I k I 2 1 SIN ii li 1'/�4 O e G'I ° 8 ?•I.^/ rya g 4 / 4§r a\bpo-i,r.,.g +�..1,, - °� g %� / 0°Q PQ I 09��3 I�I ° J'/��% /v < �n: 91 1 v �-�54 'Vt�, 4!4• `� 1 I I I I 1 � ._ I ,4•i / C 'N, ,r r \ �\ � \ L iiA v r•/ \ \ ii Iu.r %C 'I \o3,.drp.7-- cc --- _—ji , ' o eke ler Q; < ` -*\.\ i 0° i yn ..j , �i1 ?�4f :NNv i3 ' , /' v r • SI = I 1 I I I I / II $ il-Ir / \ I997N :4 eg - ` '^ \ \ / I0 a aiI`IAl 1g, ' `/ \ ,-• \oi \ / �r.4(/ \ \\ °I \ \/ -°,ag I i9 I'I ❑° :oi 1I ❑' �''Iei§ 1 c. tilt, ,� �i9 s4 r<\ •* 2ii ) S �h I I I I I I /1. g; /^ \ *� }' N. \ / 'T .r,., — I IF' ,,,,\ Oii \ ,�.0,$.r;^ � I ❑'5§ ) , , k it ti \ `fir N /.: /,^`/ \ \\I gei.- ,Ni s# /5 i _. I �\ gall \'7 / a9 ...\ 3I - P! -- a A f, 1� $�''°@>i�^� ❑hi \� 411.iil I / a- ri \E4\ In ., \ \ \/ a s \Via: \ 1. \\ 4 I I zIg eiar .1 \ 1&& : I ge •l �1 RECEIVED . t! a' 1s € \ m • jR1C I a__. _1 "a„ 1 VI 'e I OCT 1 6 2024- oo aaaa 6 W,. ZW36n :11V :2 ( \ w =F, a=atip �e --'_- Environmental Health 1 1!' a '''Fc '5 E 3 1111 17, V �3�` as ° .$ g E 6 2 <I @ b{ ° 3gl3o Fggiii! iu n'k&Cpa`�r 8 ,_ . 5EI.W / �LZ 63A`ae9<.i:Y:ti >.53SE$ ir ' R o oo ss N nCD T m£ i o / g n fZg Ufq PgOR Oda /A .- tCY 4 Q�ia n YN @ -C In1 ] TkL : 6 — \-- M/el 0nand ,OS I I --\-- c' M M---L' M—v- I -_ M M —M��'—' �� O W 3 O _ - \- L .I . ' .,., ��� � II I rX I \ - I IY O x I ,- \ Ig m o a i I ' N Gfl N - o \ L1J X \ I J Ii O o r I I V� I� — a I 1 IN O \c'^ .......- 1 .O " — _\ N ` i �I I ____ _ � � I ������� I 11 LlI U �� - \` Naegleg edolsdit,Ol %/ J I =J �� ''' I /I-\m N L. , W T i W - ,�_��� I p ��n \��'°`�°'RECEIVED can r 1116 _ ',6 II `1 Ekm9 Yi M\ /.// / I \ /- / r I 1 as\'M 11 1 OCT 1 6 2024 ----- zoo /�- / I X ji 1 \ > a -:i ,90 Iq 91 I I. ' Environmental Health- - —•----- Moll / I / { — aR 9I ji/ I /� i j I \'' / i ` • 4 j� i� �/I ti r �•�1 i/ %� / :: I I i I �� 8 a\�u i j I ` L._._. •—,96 a ".oOaF iI I N 75 w i. rz 1 �� 1 i_M o 1 O 1 I °r o. d I I ^ I c o d r I m— 1 1-------------------------- I O C-8y �ne4)eS awl/CUado_ -6 1 III '/, macJ 2\ / ' d giiN. I 1 0 � 0 0 o W rn w .alk. \ I • G O N G U T C EL O � o.72o orn� \ o i 1 �� aDtn❑ o-o per. > 3 N Y t l I 1 O��N t�OL a� t ,,r j u. W v~ 6p2- bq-)0)3- I/3M STATE4�o.,., ROY COOPER•Governor A 0 W Q'f— Qu. — 15 430,3 0 4'y' NC DEPARTMENT OF KODY H.KINSLEY•Secretary ,_` 1kWIES HELEN WOLSTENHOLME•Interim Deputy Secretary for Health ,,$� .a• MARK T. BENTON•Assistant Secretary for Public Health Division of Public Health COMMON FORM FOR AUTHORIZED ON-SITE WASTEWATER EVALUATOR PERMIT OPTION FOR NON-ENGINEERED SYSTEMS See Instructions for Use in Appendix A Except for"Date received",this Section to be completed by the AOWE in accordance with G.S.130A-336.2 7 LHD USE ONLY: Initial submittal of this NOI received:_ L 1 (1 73 by l -P Date fnitiols PART 1:Notice of Intent to Construct(NOI)-Please check all that apply ®Single System or ❑ Multiple Systems AND ®New ❑ Expansion ❑ Relocation of all or part of the Existing System ❑Relocation of Repair Area ❑ Repair—LHD Permit Number ❑ Repair—EOP/LSS COVID 19/AOWE Permit Number 1. Facility Owner's name:(Owner,Company Name, Utility,Partnership, Individual, etc.): Adams Homes-AEC, LLC Mailing address: 3401 St. Vardell Lane, Suite B City:Charlotte _State: NC Zip: 28217 Telephone number: 704-558-4527 _ E-mail Address: bcashionadamshomes.com 2. Authorized On-Site Wastewater Evaluator(AOWE)name:Jeff Vaughan LSS License number:1227 AOWE Certification number:10003E Mailing address:501 N Salem St, Suite 203 City:Apex State: NC _ Zip:27502 Telephone number: 919-859-0669 _ E-mail Address: jvaughan@agriwaste.com 3. Licensed Geologist(LG)(if applicable)name: License Number: Mailing address: City: State: Zip: Telephone number: E-mail Address: 4. 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: ®AOWE ❑ LG 5. Property location(physical address,tax parcel identification number or subdivision lot, block number of the property to be permitted Lot 58 Colchester Court, Catawba, NC. 28609 (Cardiff Glyn Subdivision) County Name: Catawba RECEIVED NC DEPARTMENT OF HEALTH AND HUMAN SERVICES • DIVISION OF PUBLIC HEALTH APtI f ,),v3 LOCATION:5605 Six Forks Road,Raleigh,NC 27609 MAILING ADDRESS:1642 Mail Service Center,Raleigh,NC 27699-1642 www.ncdhhs.gov • TEL:919-707-5874 • FAx:919-845-3972 Environmental Health AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER f?'�- o L� - AOWE Common Form LHD Reference: J W L - 1 1914 3%3 6. Type of facility: Place of residence No.Bedrooms:4 _ No.Occupants:8 ❑ Place of business Basis for flow calculation: ❑ Place of public assembly Basis for flow calculation: 7. Factors that would affect the wastewater load: domestic strength wastewater from a single-family residence 8. Type and location of proposed wastewater system: Gravity 25% Reduction drain field product Location shown on site plan 9. Design wastewater flow:480 _gpd Design wastewater strength: ®domestic ❑ high strength ❑ industrial process(For high strength and industrial process wastewater,a Professional Engineer licensed in accordance with G.S.89C shall design the on-site wastewater system.) 10. A plat as defined in G.S. 130A-334(7a)is attached: ❑Yes ® No A site plan as defined in G.5.130A-334(13a)is attached: ®Yes ❑ No 11. 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: ®Yes ❑ No This is a saprolite system. ❑Yes ® No 12. Evaluation(s)of soil conditions and site features in accordance with G.S.130A-335(a1)signed and sealed by a LSS is attached: ®Yes ❑ No 13. Evaluation of geologic and hydrogeologic conditions signed and sealed by a LG is attached ❑Yes ® NA 14. Proposed landscape,site,drainage,or soil modifications are attached: ❑Yes ® NA Attestation by AOWE pursuant to G.S.130A-336.2 I,Jeff Vaughan _hereby attest that the information required to be included with Authorized On-Site Wastewater Evaluator(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,and that the proposed system does not require a Professional Engineer,licensed in accordance with G.S.89C, and in accordance with 15A NCAC 18A.1938 and activities determined to be engineering as determined by the North Carolina Board of Examiners for Engineers and Surveyors. , e it# � April 4, 2023 Signature of Authorized On-Site Wastewater Evaluator Dote Owner self-submittal of NO!: I, hereby submit this NOI prepared by Print Nome of Owner Print Nome of Licensed PE pursuant to G.S. 130A-336.1. Signature of Owner Date DHHS/EH5/OSWP—AOWE COMMON FORM Updated April 2022 Page 2 of 6 A ` AOWE Common Form LHD Reference: A 0 L"G Q ' L o 1-3 " I`14 393 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 AOWE Permit Option[G.S. 130A-336.2(f)] RIGHT OF ENTRY: The submittal of this Notice of Intent to Construct grants right of entry to the Local Health Department and the State to the referenced property. ISSUANCE OF BUILDING PERMIT: Once the LHD deems that the Notice of Intent to Construct is complete via signature in the section below,the owner may apply to the local permitting agency for a permit for electrical,plumbing,heating,air conditioning or other construction,location,or relocation activity under any provision of general or special law pursuant to G.S.130A-338. DHHS/EHS/OSWP—AOWE COMMON FORM Updated April 2022 Page 3 of 6 AOWE Common Form LHD Reference: 601.4 --04-'101,3— 1clg303 This section for Local Health Department use only. PART 2: LHD Completeness Review of the Notice of intent to Construct "(c) Completeness Review for Notice of Intent to Construct.—The local health department shall determine whether the notice of intent to construct required pursuant to subsection(b)of this section is complete within five business days after receiving the notice of intent to construct.A determination of completeness means that the notice of intent to construct includes all of the required components.If the local health department determines that the notice of intent to construct is incomplete, the loco! health department shall notify the owner and list the information needed to complete the notice. The owner may then submit additional information to the local health department to cure the deficiencies in the initial notice.The local health department shall make a final determination as to whether the notice of intent to construct is complete within five business days after the department receives the additional information.if the local health department fails to act within any time period set out in this subsection, the owner may treat the failure to act as a determination of completeness. The owner shall be able to apply for the building permit for the project upon the decision of completeness of the notice of intent by the local health department or if the local health deportment fails to act within the five business day time period." The review for completeness of this Notice of Intent was conducted in accordance with G.S. 130A-336.2(c). This NOI is determined to be: ❑ INCOMPLETE(If box is checked, Information in this section is required.) Based upon review of information submitted in Part 1,the following items are missing: Copies of this form listing missing items were sent to the AOWE and the Owner on Date via with directions to re-submit missing items using Page 5 of this form. Email,FAX,USPS,hand-delivered Print Name of Authorized Agent of the LHD Signature of Authorized Agent of the LHD Date /COMPLETE(If box is checked,information in this section is required.) Based upon review of information submitted in Part 1 of this form,this NOI is deemed COMPLETE. Copies of this signed form were sent to the AOWE and the Owner on 411)3 via r#‘_1 1 . Date Email,FAX,LISPS,hand-delivered A copy of this NOI and tracking information was sent to the State on via . Date Email,FAX,USPS,hand-delivered 34. c 6" L'I) 64 _ q 12.42.07-3 Print Name of Authorized Agent of the LHD . oture of Auth rized Agent of the LHD Dote DHHS/EHS/OSWP—AOWE COMMON FORM Updated April 2022 Page 4 of 6 AOWE Common Form LHD Reference: Re-submittal of NOI with missing items included This Section is for use by owner to submit Items noted os missing during LHD Completeness Review above. Resubmittols must be accompanied by a cover letter from the AOWE, LHD USE ONLY: This NOI resubmittal received: by Dote Initials Item#from initial NOI Resubmittal description Attestation by AOWE certified in North Carolina pursuant to G.S.130A-336.2 hereby attest that the information required to be included with Authorized On-Site Wastewater Evaluator(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. Signature of Authorized On-Site Wastewater Evaluator Dote The section below is for Local Health Department use after submittal of items noted as missing above. LHD Follow-up Completeness Review of Notice of Intent to Construct This follow-up review for completeness of this Notice and Intent was conducted in accordance with G.S. 130A- 336.2(c). This NOI is determined to be: ❑ INCOMPLETE Based upon review of information submitted in the RESUBMITTAL above,this Notice of Intent remains INCOMPETE because the following items from Part 1 of this form remain missing: Copies of this signed form were sent to the AOWE and the Owner on via Date Email,FAX,USPS,Hand-delivered Print name of authorized Agent of the LHD Signature of authorized Agent of the LHD Date ❑ COMPLETE Based upon review of information submitted in the RESUBMITTAL above in addition to information provided in Part 1 of this form,this NOI is deemed complete. Copies of this signed form were sent to the AOWE and the Owner on via Date Email,FAX,LISPS,Hand-delivered A complete copy of this form with tracking information was sent to the State: via . Date Email,FAX,USPS,hand-delivered Print name of authorized Agent of the LHD Signature of authorized Agent of the LHD Date DHHS/EHS/OSWP—AOWF COMMON FORM Updated April 2022 Page 5 of 6 AOWE Common Form LHD Reference: PART 3: Authorization to Operate(ATO) Except for date received,the Section below is to be completed by the Owner. LHD USE ONLY: Initial submittal of request for ATO received: by Dote initials Date of Post-construction Conference: T The following items are included in this submittal for an Authorization to Operate under an AOWE permit: 1. Signed and sealed copy of the AOWE's report that includes the information in G.S. 130A-336.2(k) ❑ Yes ❑ No 2. Operation and management program ❑ Yes ❑ No 3. Fee (as applicable) ❑ Yes ❑ No 4. Notarized letter documenting Owner's acceptance of the system from the AOWE ❑ Yes ❑ No S. On-site Wastewater Contractor name: License number: Mailing address: City: State: Zip: Telephone number: E-mail Address: 6. Proof of Errors and Omissions or other appropriate liability insurance for the On-site Wastewater Contractor is attached and includes the name of the insurer, name of the insured,and the effective dates of coverage. ❑Yes ❑ No Attestation by the Owner for Authorization to Operate hereby attest that all items indicated above have been provided to the Print name of Owner County LHD and the system shall meet applicable federal,State,and local laws, regulations,rules, and ordinances. Signature of Owner Date This section for LHO Use Only. LND Review of required information for the ATO ❑ INCOMPLETE Based upon review of information submitted in the Section above,the following items are missing from the information required for an Authorization to Operate for an AOWE permit: Copies of this signed form were sent to the AOWE and the Owner on via Date Email,FAX,USPS,Hand-delivered Print nome of authorized Agent of the LHD Signature of authorized Agent of the LHD Date ❑ COMPLETE Based upon review of information submitted in the Section above,this Authorization to Operate is hereby issued in accordance with G.S. 130A-336.2(m). A copy of this complete NOI/ATO with tracking information was sent to the State on via Date Email,FAX,USPS,Hand-delivered Print name of authorized Agent of the LHD Signature of authorized Agent of the LHD Dote ISSUANCE OF CERTIFICATE OF OCCUPANCY: Once the LHD determines completeness based upon the ATO submission,the owner may apply to the local permitting agency for permanent electrical service to a residence,place of business or place of public assembly pursuant to G.S.130A-339. OHHS/EHS/OSWP—AOWE COMMON FORM Updated April 2022 Page 6 of 6 • ...------"fti AGRITEC-01 GKROHL A�R� CERTIFICATE OF LIABILITY INSURANCE DA3114/2023 I THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Connie Garkalns Hartsfield&Nash Agency,Inc. NAME: 10405 Ligon Mill Rd„Ste H (PA/HONE o,Ext):(919)556.3698 I FAX Ne},(919)556-8758 Wake Forest,NC 27587 E-MAIL ADDRESS:Conni hartsfield-nash.com INSURERS)AFFORDING COVERAGE _ NAIL I INSURER A:Selective Insurance Company of the Southeast 39926 INSURED INSURER B:ACCIDENT FUND INSURANCE COMPANY OF AMERICA 10166 Agri-Waste Technology Inc _INSURER C:Evanston Insurance Company 501 N.Salem St Ste 203 INSURER D: Apex,NC 27502 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE AWL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR INSD WVD JMM/DIN YYYI IMMIDDNYYYI A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 2,000,000 CLAIMS-MADE I X I OCCUR 5 2253659 1/18/2023 1/18/2024 PRREEMSES(,EaEoccurrence) S 300,000 MED EXP(Any one person) $ 10,000 PERSONALS ADV INJURY $ 2,000,000 GEM.AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 4'000,000 POLICY X !' LOC I PRODUCTS-COMP/OPAGG $ 4,000,000 OTHER ____A___ A AUTOMOBILE LIABILITY COMBINED SINGLE UAW1,000,000 (Ea accident) S X ANY AUTO S 2253659 1/18/2023 1/18/2024 BODILY INJURY(Per person) $O _ AAUTOS ONLY NED SCHEDULED AUTOS BODILY INJURYD (Per accident) $ AUTOS ONLY AUTO ONMLV (Perr aid nt)AMAGE $ A X UMBRELLA UAB X OCCUR EACH OCCURRENCE ._ 2,000,000 EXCESS LIAB CLAIMS-MADE S 2253659 1/18/2023 1/18/2024 2,000,000 AGGREGATE DED 1 RETENTIONS s B WORKERS COMPENSATION AND EMPLOYERS'LIABILITY X S AATUTE ER Y IN 100003072 1/18/2023 1/18/2024 1,000,000 ANY PROPRIETOR/PARTNER/EXECUTIVE E,L.EACH ACCIDENT $ ttanda FICERftoMryEIn t MBER}EXCLUDED? N N f A E.L.DISEASE-EA EMPLOYEE,$ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ C Prof&Pollution MKLV3ENV1 03400 8/22/2022 8/22/2023 Each Claim 5,000,000 A Leased I Rented IS 2253659 1/18/2023 1/18/2024 Equipment 25,000 DESCRIPTION OF OPERATIONS 1 LOCATIONS)VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE ""This is ONLY For Informational Purposes THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN P ACCORDANCE WITH THE POLICY PROVISIONS. Contact Agency for Specific Holder info to be added **** AUTHORIZED REPRESENTATIVE Atm_gysi4 ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD ANAlr „ . Engineers and Soil Scientists7-1 Agri-Waste Technology, Inc. ���`^l`'` 501 N Salem Street, Suite 203,Apex, NC 27502 agriwaste.com I 919.859.0669 Soil Suitability for Domestic Sewage Treatment and Disposal Systems Lot 58 Colchester Court, Catawba, NC. 28609 Cardiff Glyn Subdivision (Catawba County) PREPARED FOR: Adams Homes—AEC, LLC, Client PREPARED BY: Jeff Vaughan, Senior Agronomist & Soil Scientist Trevor Hackney, Environmental Scientist DATE: April 4, 2023 Soil suitability for domestic sewage treatment and disposal systems was evaluated on July 28, 2022, for the proposed property located at Lot 58 Colchester Court, Catawba, NC. Jeff Vaughan and Trevor Hackney of Agri-Waste Technology, Inc. (AWT) conducted the soil evaluation. This evaluation was done to facilitate permitting for a septic system. This report and attached documents were prepared to meet the requirements for an Authorized On-Site Wastewater Evaluator to meet G.S. 130A-336.2 A drawing of the site plan, septic layout, and boring locations is included in Attachment 1. Profile descriptions for each boring are included in Attachment 2. Additional documentation about the property is included in Attachment 3. This property is a subdivision of a larger property that will make up the Cardiff Glyn subdivision. This property area is approximately 0.93 acres. The property is an open grass field. The home is proposed near the front property line and the septic system is proposed towards the back of the property. The proposed septic system is a conventional gravity septic system utilizing a 25% reduction product. Soil Suitability for Domestic Sewage Treatment and Disposal Systems The drawing in Attachment 1 details the property boundaries (as proposed by Frank Craig), soil boring locations, and layout of drain field trenches (Completed by AWT). Soil borings were examined to determine soil suitability for on-site sewage disposal systems in accordance with 15A 18A .1900 Rules for Sewage Treatment and Disposal Systems. These borings were advanced with a hand auger. 1 A septic layout was performed to demonstrate available space (.1945). The layout in Attachment 1 indicates there is available space for a four-bedroom primary and repair system utilizing a 25%reduction drain field product. The proposed LTAR (Long Term Acceptance Rate) by AWT is 0.3 GPD/ft2. The soils on this property are group IV soils within the distribution and treatment zone as used to define the LTAR. Since usable slope corrected soil depths meet or exceed 31" AWT is recommending the use of the 25% reduction product. With an LTAR of 0.3 GPD/ft2, 800 linear feet of trench are necessary to support a four-bedroom home initial and repair system. The maximum trench bottom should not exceed 19". The attached drawing proves that 400 linear feet of trench can be installed for the primary septic system and 400 linear feet of trench can be installed for the repair septic system with the proposed home location on the property. Any disturbances or grading done in the usable area or within the proposed setbacks will change the potential of using the area designated for a drain field. We appreciate the opportunity to assist you in this matter. Please contact us with any questions, concerns, or comments. Sincerely, Jeff Vaughan, AO W 1•. /14 Attachment 1: Site Plan/Drawing IIiPtY 4 I / a| 'n | |p lY gi /.. ii IIh i £/ {q &f} ! , , I" § ■ � \a ----.\ . -} \ \ ) _..., . � § O ) _ / . ® ca 2 o " . ƒ = 2 e { ' m a m % fflU ES : f ^ $| -0 E . \ ' 16 = a n # r } . $ o 0 0 0 0 ( k k k k k 0) q q CO CID 0 o E 2 Q f S / / o E / U 06 / c\ c f 0 S co S _J n E m f g o e o ƒ \ \ f $ 0 0 o @ L ' \ £ Q \ G / E F- $ \ ; q 2@ 00 § k = \ CD 7 / t / / \ § 5 ® k Co = / / ƒ ƒ / k / CO % Nt / ƒ a 2 m o % 4 q t % % •± o_ _o Cr) n c o . 2 CO / E ¢ / \ / / % - 0 0) \ a a g 0 S \ z >- -J - 0 C ° @ \ c / 0 / 0 0 o E \ \ R Q ./ -7 - to az u) 1 • x � 1 ,� all �i i 1`. a) _A m 6 1 1 L-- \ -) \ I117 III1 AA/ 3n8nd ,og I _, , _ _ ThrO 31SHOlOo - —L- _ _ 1 { 1.4 —M - -M - M - M_-.. M- -M ---------M _______\___04_1 _ E3- ----. 1 1 O v1 3 O 1 coco \� X I OY 1 m o 1 1 1 � XEL ` O Co i 11 1 CC CC gill) o .-1�� retainoawedn.01 _i/ 11 Z J 03 1 CC c T ' 1 410- � o O lj • l a 2 0 u N 11 O al�f7 cu I II N -- q6,430 61 1 I s 1 1 6 aVdlnd 6o 1 1 1 iiC ill It m — --zati i I \ o 2 \ \ ---, `aMa 91 1 l 90 Molls.A9� `/ 1 j/ / 1 i _ j // i /. 1 �•---"‘Art' 1 1 1 • �2y , cc) l I N i 96 aMQ coo 1 I c ,t N 0 l 1 0 n L I s a --- -_-_-� 0LLl2 d c 1- c nU m O 1 1 . c C _J Q 1 c i 1 O 0 0 $ w 1 11 1 O 9�<n 0 � �v � . o c_ En rn T' a .22 1 LL N W v H 1 0 g gi il en !(\\ J yIh cu N NC YI►'•Eaa) c �j :.,I!+a` ctDas ? 0 difflul WDit . O as U7 W 0I-- • w j — I a r - o- 1 i a) 1 0w I I I Ir1011a I 61J I I j - 19fi old 91 I _ I I - 741 i ° / N ` M , � �• o I /L. ___1 I l' R3 > - § I 9OL MOIIaA Si / 74 O. I /. /. n I C• IA 4fl <n vl Jl Jl J1 Ill .7 O I I / l 7.5 ^j V1 s' n ' Ul a, H , _!---..-.-.�01dfILa illg = 888 § 88 § 8 § I efi / i • 3-._._• — --_/�2vM£� S- o o 0 0 o o 0 0 a I I I S V. % i• V. i i i• a I .1 .i e ck „v..- .0o)) 1 H J C C C C C C = C $ 13 'o '° 'o 'o a' b' , o' 'o -- - I -0Ian to m m A £ �A > -A =% Cr 0 1 LC) I- d ❑ r1 N rM Q a, vO h CO cn __ --- CO---I r` v E 0 v C y v 8. y ° L= v -c 0 a.cO N o u L yO..- , 0 Y o d 2 °- °a.O ° 0 cr. c u u ° N ° ° 0 `c 4::v n vc j o` .° N _ N...- _N U d N O 7 0 0 v).O 2 N O N m v ? al a m m z E » ° 1 "E 00 a=a -0aEt °u � . a = ^ ° E °- ,, QE 0 1-_ w= GN ] NU >'DcEu0EN EO ] v y o7'62 E N E ar,i ,.aO m V ° I N UI Ol W C If1 __ o d- 1•1 L O V 0 U y N N.g ?2 Q O C E C p O E 0 0 C° L o _ v. > a ° E o� -Uvt�>�i^ ornGOov EYc` Ecu3'i6S6-`od« 11N-5 ° F C N M t! In Ip N : ; .50 '. it! › `t g 1flh! If 0 a U U ° N 7,U 43 5D~ C U 3.G O = O V 7 U j c ° C O L D N ° A U a_ N 3 o u°i p L C c� u L U. N 3. O ... N N O, uC cV '^ °._ a d ct g au nD aD ° °� ` a E Ln a 07 °iD# p 0ig c Y C Do _ at m v ao G ° LOeu U O 0.- Oc u u 0 uV1j n OOE • • .Y U � 2-u o E a ° °'8 "c)o U. - a o u n.-.,- Y ii,' • • 2 �i 0 4 C w i 1si1 u ° Y ▪Y a 1 y U E N C Y uu pO O ] � c0 g ,d' C N.0 O U ° 4 aE = auic > 'ix, o °•11 °au 9U OL ° N 0 L N G a N E C O a #{t t7 n C O U 7 C. O a, O L" O O N'N D 5 agY 0 5,y N.°2a 01J _U O O T')u q° • y.}} 0 V x U a U _ x� C G V u QxO> [r DU ND y t a ~O O .- N "Cc rna uyu rnY ''E'f,a g o ua ° rd - G.cO ao t. O U #N a 'NO mOE Q Nr c.)w uu y cn --. ' $oIf" C.) Ni4mi aari pip w >1•l Y u c2 C o >. y ,c) 1-r$ N C Y EhI v 5. a V n°wn ~ U I OO wMacL 25 Q L to 0 -N.;YN U O a l E & 3 NdL ; co 0 a d C # n U c H `m c ° u > n c '' o I O I _ lifl 0 w °° ` N GO d+ +. O>7 D °• O O u W `v' co a O = a• a • E u a E 0 - ° E an c� a U •• z0 a 'a ° ° 0 to ° E U I' +io m ° L - ° - a D D a 0 m W Q 4 �-,---- O U C` -C N c0-- -Q n-o o U `" N O Z o iv-1 a C .Y N •o o -a y o.o 2.o �a +; } - 'ou a° E o� o ; V o oN • c04, lil lii �.s.r..+ Na ° TONOij y W ° U M f/1 U C U N G U Q Q N k y y 2 M .0 Y 10 fa !. CO al� A � 4aePen ha a I ' If j ti11rs1 id Umii1iijui ! 11, � { } i # i= tg 1:10,21 C cow tiq '6 `g a C. -• i! i t.$ I, ill'.W pt; In i, 9Yy 3 �i ! l3 • Willi gL y cn t Y.. ct 5!II A �� 3 4 gi 8. nS t_f) i' If i !' ., 6 k 4, I ;: it IIIlily ; itii1111�4 ¢ 41i xja III "��i 11'1f1§ a a Y iii �l i ii IEIE 3 ) d�a li�yLi! l, i1 a114 i �s. � Y)' ) �Y yy t i 1¢5 giia ia „:(', t-3 III p1 liki ..frY1 1 e Z ! kf 11 1! fisliteill1,11111ilill 112iiii 1/ • 1 .- /I " i 7 T illi llI Id { j 1 „i i Y, e ---- II d14 it (i q {! hi { II I 1 1 sl i! jV ! ash I 6 ,> a ii IP' Ili 11 l! ;1 '-r 1111!! ' - i ill . } HIfi lei _ III tdlliflilit!!I! I i jI ) a I II II illi I ' !I I SI 41 i sF € F _ �r 1 2 8 Y ps fi 3 �. 5 ! g i _ a IO P I a i 3 4 y 4 A a a ! 4 E II a ii. IN'1 111 i Y I a 1 if ; i . - it - _ 1I 11.ibIII Ih! . lilt i ll1b k11Vj ! # � �i Y 3S Rl ill )1 : liii A x 3 ! 7"�� 3I i D { `ash LI1II'I!'I i a�• VISt W i • k 5' R a;! it 1 1fyy;e01i11 ••t!III i"4!„ _ 6 3 i1 L II�a 1 , , all / fit k s .l1a.1, .;i{ _.s.iE. E vs =it! EE [E£S±L 5 Pk ? ill be 1 R a 11 p y i% r1 It I f1 ] 1 It PI 111! 4 i t! V z III p .a 11 illt l !111J 11 Yi 9� da 6}1,1 y, ;IIII II aac ! tic a 3 AlP. Bill 1lg� ill i�1 �Ca D �dk�yy�! 1� 1ftY Eex r 1 4g:::;?1 " ��9 i aOil ¢ � i` it �� 1�•0_{ 11141 4A a i { Ei 11i 'IA ii 1111111ilidilii i! 1 i RI t i1 ill Hi ;i lfli zga! IL 39itli�� e$'�°3 ! Hi if: Ss}55 `` f i`tt (` g a ° Yf L�. :�3 S�SFf ��I. All igI l8 �� t i ! i' uA w q}� it El VI VI_ lit; ft 11111q1,111ti Et I ! 7 1F t � Septic System Design - Summary Page Project: Cardiff Glyn-Lot 58 Date: 3/24/2023 Property: 5064 Throneburg Rd Catawba,NC 28609 County: Catawba Engineers and Soil Scientists Subdiv.: Cardiff Glyn Agri-Waste Technology,Inc. Lot#: 58 Type of System: II a Project Manager: Owner: Adams Homes-AEC,LLC Permit#: Jeff Vaughan, PhD, LSS Address: 3401 St.Vardell Lane, Suite B jvaughan@agriwaste.com Charlotte, NC 28217 919-859-0669 Phone: 704-558-4527 Engineer: Email: bcashion@adamshomes.com PIN: 378003016801 Rodney L.Huffman, PhD, PE 1023.82 rhuffman@agriwaste.com EHS: Soil Parameters Soil Evaluation By: Special Conditions/Notes: LIAR: 0.30 gpd/ft2 Septic Tank Specifications Min.Tank Capacity: 1,000 gal Exterior Interior Actual Tank Volume: 1,250 gal Length: 125.5 119.5 in. Tank Manufacturer: Shoal Width: 65.5 59.5 in. Tank Model: TS 1250 STB Depth: 62.0 54.5 in. Primary Draintield Specifications Type of Distribution: Serial Drop Box Trench Bottom Area: 1600 ft2 Trench Media: Chambers Minimum Drain Line: 400 ft Trench Width: 3 ft Actual Drain Line: 400 ft Trench Depth: in. Number of Lines: 4 (or as specified on permit) Minimum Line Spacing: 9 ft O.C. Wastewater Treatment System Design Calculations Project: Cardiff Glyn - Lot 58 Location: 5064 Throneburg Rd Catawba, NC 28609 County: Catawba Septic Tank Sizing Daily Flow Estimate: Unit #of Units Flow/Unit Flow/Day Bedroom 4 120 480 Q= 480 gpd Septic Tank Minimum Capacity: Per NCAC T15A:18A ,1952(b)(1): For individual residences with 4 bedrooms, Minimum Liquid Capacity(V)= 1,000 gal Septic Tank Specs: Manufacturer: Shoaf Model:, TS 1 .5aSTB Volume: 1,250 gal Weight: 11,000 lbs Exterior Interior Length: 125.5 119.5 in. Width: 65.5 59.5 in, Depth: 62.0 54.5 in. Shape of Risers: Circular Diameter: 2.00 ft • ELEVATIONS Project: Cardiff Glyn - Lot 58 Location: 5064 Throneburg Rd Catawba, NC 28609 County: Catawba Benchmark IP SW corner Lot 58 BM Elev 1003.32 ft Septic Tank 1,250 gal Ground Surface 1012.00 ft Depth of Soil Cover 13 in. 1.08 ft Overall Ht of Tank 61.5 in. 5.13 ft Elev, Base of Tank 1005.79 ft Ht to 4" Inlet Invert 50 in. 4.17 ft Elev, 4" Inlet Invert 1009.96 ft Ht to 4"Outlet Invert 48 in. 4.00 ft Elev,4"Outlet Invert 1009.79 ft Gravel Base 6 in. 0.50 ft Elev, Bot of Excavation 1005.29 ft ST Inlet Pipe Grade @ Stub-out 1012.04 ft Depth of Stub-out,top 1.5 ft Elev, Stub-out Invert 1010.19 ft Elev @ ST Inlet Invert 1009.96 ft Length 10ft Slope 2.3 % • Drainfield Design Project Cardiff Glyn-Lot 58 Location 5064 Throneburg Rd Catawba,NC 28609 County Catawba Drainfield Sizing Primary LTAR 0.3 gpd/ft2 Daily Design Flow 480 gpd Type of Drainfleld Media Chambers Req.Drainfleld Area 1,600 ft2 Required Drainline Trench Width,Eff. 3 1023.82 After 25%Reduction 400 ft Required Drainline 533 ft Minimum Line Spacing 9 ft(O.C.) Repair LTAR 0.3 gpd/ft2 Daily Design Flow 480 gpd Type of Drainfield Media Chambers Req.Drainfleld Area 1,600 ft2 Required Drainline Trench Width,Eff. 3 ft After 25%Reduction 400 ft Required Drainline 533 ft Minimum Line Spacing 9 ft(O.C.) Drainfield Layout - as 'Used i Use Flag Color (ft) (ft) ,Primary(ft) Repair( 1 Layout Line _ yellow 1005.5 117 2 layout Line yellow 1005.5 117 _ 98 3 Layout Line yellow 1005.5 117 98 4 Layout Line yellow 1005.5 117 98 5 Layout Line _ yellow 1005.5 117 106 6 Layout Line yellow 1005.5 117 106 7 Layout Line _ yellow 1005.5 117 _ 102 8 Layout Line yellow 1005.5 117 98 9 Layout Line yellow 1005.5 117 94 Iolai 2340 400 400 Count 201 4 4 Note:Line length totals are shown to the nearest foot. For Chambers or Low-profile Chambers: Effective trench lengths are shown.Add 1'for total installation length. Attachment 2: Soil Boring Description Sheets • • COUNTY:Catawba Co._ SOIL/SITE EVALUATION for ON-SITE WASTEWATER SYSTEM (Complete all fields in full) CLIENT: Adams Homes _APPLICATION DATE ADDRESS: Lot 58 Colchester Court.Catawba NC.28609 DATE EVALUATED: 7/28/22 PROPOSED FACILITY:_Single Family Residence PROPOSED DESIGN FLOW(.1949): 480 GPD PROPERTY SIZE: 0.93 ac. LOCATION OF SITE: Lot 58 Colchester Court,Catawba NC.28609 PROPERTY RECORDED: WATER SUPPLY: 0 Private XPublic LI Well [1 Spring ❑Other EVALUATION METHOD: Q Auger Boring ❑Pit ❑Cut TYPE OF WASTEWATER: X Sewage ❑ Industrial Process LI Mixed P R SOIL MORPHOLOGY OTHER 0 F (.1941) PROFILE FACTORS 1 .1940 F LANDSCAPE HORIZON POSITION/ DEPTH 1942 PROFII.I # SLOPE% (IN.) .1941 .1941 SOIL .1943 .1956 .1944 CLASS STRUCTURE/ CONSISTENCE! WETNESS! SOIL SAPR RESTR <AR TEXTURE MINERALOG1 COLOR DEPTH 0 HORIZ CLASS 0-12- SCL;WSBK SS;SP;FR - Saprolite Provisionally Suitable 1?-36 C;SBK SS;SP;Ft Si3 16- . ( I,:MA SS;SP;FR 0.3 1 i 0-12" SCL;WSBK SS;SF;FR Saprolite 4% Provisionally Sl3 12-33" C;SBK SS;SP;Ft Suitable 33+" CL;MA SS;SP;FR 0.3 \ r 0-16" SCL;WSBK SS;SP;FR 40" - Provisionally 5°u • Suitable SB 16-40" C;SBK SS;SP;Ft 3 0.3 SI; 4% 0-8" SCL;WSBK SS;SP;FR - -_ Saprolitc Provisionally 8-33" Suitable C;SBK SS;SP;Fl 33+ 0.3 CL;MA SS;SP;FR i . DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM OTHER FACTORS(.1946): ' SITE CLASSIFICATION(.1948): Available Space(.1945) Provisionally Provisionally Suitable Suitable EVALUATED BY: Jeff Vaughan System Type(s) Conventional Conventional OTHER(S)PRESENT: Trevor Hackney_ 25%Reduction 25%Reduction Site LIAR 0.3 GPD/Ft2 0.3 GPD/Ft2 COMMENTS Updated February 2014 LEGEND use the following standard abbreviations SOIL CONVENTIONAL LPP MINERALOGY/ LANDSCAPE POSITION GROUP TEXTURE ,1955 LTAR* .1957 LTAR* CONSISTENCE, STRUCTURE CC(Concave Slope) I S(Sand) 1.2-0.8 0.6-0.4 SEXP(Slightly Expansive) G(Single Grain) CV(Convex Slope) LS(Loamy Sand) EXP(Expansive) M(Massive) D(Drainage Way) CR(Crumb) DS(Debris Slump) II SL(Sandy Loam) 0.8-0.6 0.4-0.3 GR(Granular) FP(Flood Plain) L(Loam) SBK(Subangular Blocky) FS(Foot Slope) ABK(Angular Blocky) H(Head Slope) 111 Si(Silt) 0.6-0.3 0.3-0.15 PI.(Platy) L(Linear Slope) SiCL(Silty Clay Loam) PR(Prismatic) N(Nose Slope) CL(Clay Loam) R(Ridge) SCL(Sandy Clay Loam) MOIST, AEI S(Shoulder Slope) SiL(Silt Loam) T(Terrace) VFR(Very Friable) NS(Non-sticky) IV SC(Sandy Clay) 0.4-0.1 0.2-0.05 FR(Friable) SS(Slightly Sticky) SiC(Silty Clay) PI(Finn) S(Sticky) C(Clay) VP!(Very Firm v.Very Sticky) VS(Very Sticky) 0(Organic) None None EFI(Extremely Firm) NP(Non-plastic) SP(Slightly Plastic) *Adjust I.TAR due to depth,consistence,structure,soil wetness,landscape,position,wastewater flow and quality. P(Plastic) fs1OTES VP(Very Plastic) HORIZON DEPTH In inches below natural soil surface DEPTH OF RILL In inches from land surface RESTRICTIVE HORIZON Thickness and depth from land surface SAPROLITE S(suitable)or U(unsuitable) SOIL 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 CLASSIFICATION S(Suitable),PS(Provisionally Suitable),or U(Unsuitable) Evaluation of saprolite shall be by pits. Long-term Acceptance Rate(LTAR):gal/day/t2 Show profile locations and other site features(dimensionst reference or hrnchntark,and North). _ -T i 1 I i }- t I l I l i L I---F- - . - - - _ - f i-- - -- [- •_ --, -- - ____i ____[.___i_ _L_ f_. ___ Li i i I I �� j i l t 1- �---� J - I t t 1 H 1- - 1 I Updated February 2014 Attachment 3: Additional Documentation ., �,, 1 ON `AJNf1OO VEIMV1V3 -- �., (cool#HS) OH -rimSAVHHf1W �, o v (ocai#is) 08 Jaf193NOHHI NVld 31IS 11 H3AO 0i NOISIAIOUf1S NA1D A3101:I173 - il ' P ihiiiiiiiii , iii; 011 I % I 111 Of i' d I i I I 1 ! II I , i 1 1 it i i I •it ; 11ci III hI ` i�'la9` 1i F YR. e Li 41111a iiiiiiii g 11111 d / P1 4 i s 1 11 i i 1, / d i h ' �5 Ik §x 6 li li 1 it el ( 1 1a 4 Ii qq [. i P S ai 1e ggI alit Fi'I 1I --_-- M,Go--- l F 1.... Hw E r--, --T-1-1,-27-1-ki Hi ' ' AA. -- Mt t�. Ikt ifi r 1 r..� �,i� few _, ::. '''' ; �I! 1' >17�..1,�`iy :' �y1l1� 11� •'j,' 1�s ti`.� �_• ,1 1 %--- - %,'�___i fr--., -..r. '�- II �A�f*Secii l$ �,i; li - won ..I____ � '1 S •'`S{ ;,�..:. rfr� ,)' �7 r' '. ``i II Hai. ': '1' "�� -se 1 L ) '�. ,I. 'l 1. J.L�f..� -J :/ 1 1 ,`fit-Iv a d ii �,` F ' Q��� ;r"` -'..kV elf; / _ g /, ``` ,\ .�f �a. per T� _}1a ;�� ii +4Iq1 j /'Ikr• y il rIPi ,��, `J:. I . A.,:,..,::, -t y 1��.Ar '� ,"7r+' 'll••'R:. '�Z.. .''1� 'i �® ® II — If y1 , ®71';'`-�\�' �/ ®�`` 7`7�+�`$''^'if' 6 j 6 r' F /i iii 9 -' �' ;•''_0 ! v.�. .��^,,• '`,t� N •i•�„4^. '"a„�-�._V „ -� /Jfr�,i- I,:r�1�;/ l�,i' I' Ii�,1 .: ®_ ♦ ®�, :J O• , r de , i..# fli 1f ill ; ' 11 e, a i A,( kr a"";+, \' ~t� o > ^A •/ •1Ael' VI 1'f1 is • ;fis 1� ., �,� J " ' yl`,.: . '. ' 7f•: `` '` - V+x �9�' -,i- V;i l7;li it 1' F"R_ / fr X 61$ i `:c, b+ ii- 'ai` " ' `:'•,.,� . \` �' ;,`, / f- i /.1 I 'fi 1 ,,, & it . . � -_31i1,111seR ! I 1 V7 , y. �t,.. .. �v.' , it k i§t; y'-- ;, fit 1 !1 7 ifl€ e 0 leek; (:I -1-' ji I 1 ;gig 1 : # 8 1 1 li '�'i J 1.- 1- 11011 11 ' ilgl 1 1; 1 ' 111 Ilfil 11, 111 , 1 -, 1 5 `e11 1 II a _� i I1 4.e 1112E `i36 1' _ All 5 ,1Ii it t '�+ a,aRo 11111 I ( I ill ! E •o*' ' o ' r 4 i i I I I( 3