Loading...
HomeMy WebLinkAboutAUTH-08-2023-202464.TIF 4 County: Catawba CONSTRUCTION AUTHORIZATION FOR G.S.130A-335(a2)/SL2022-11 PIN/Lot Identifier: 461704508592 Issued To: Kenneth Bealer Homes Property Location: 4240 Sigmon Cove Ln, Terrell, NC. 28682 AOWE/PE Plans/Evaluations Provided: Yes I,& No❑ If yes,name and license number of AOWE/PE: Chris McGee; #10015E Facility Type: Single Family Residence Dif New 0 Expansion 0 Repair System Relocation 0 Basement? 0 Yes Iffi No Basement Fixtures? 0 Yes IX No Type of Wastewater System** Gravity 50% Reduction (Initial) Pressure Manifold 50% Reduction (Repair) Design Daily Flow: 480 GPD Wastewater Strength:VI domestic 0 high strength ❑industrial process Session Law 2014-120 Section 53,Engineering Design Utilizing Low-flow Fixtures and Low-flow Technologies? ❑Yes if No Installation Requirements/Conditions Septic Tank Size: 1250 gallons Total Trench/Bed Length: 267 feet Trench/Bed Spacing: 9 feet on center Drainfield square footage: 801 Trench/Bed Width: 36 inches LIAR: 0.3 gpd/ft2 Soil Cover: 6+ inches Slope Adjusted Maximum Trench/Bed Depth: 29 inches Aggregate Depth: inches above pipe inches below pipe inches total Pump Tank Size(if applicable): N/A gallons Requires more than 1 pump? 0 Yes 51 No Pump Requirements: N/A ft.TDH vs. N/AGPM Grease Trap Size(if applicable): NA gallons Distribution Method: ®Serial 0 D-Box or Parallel 0 Pressure Manifold(s) 0 LPP ❑Other: Artificial Drainage Required: Yes 0 No IX If yes,please specify details: Legal Agreements(If the answer is"Yes"to any type of legal agreements,please attach a copy of the agreement.) Multi-party Agreement Required(.1937(h)]: Yes 0 No IN Easement,Right-of-Way,or Encroachment Agreement Required[.1938(j)]: ❑Yes l/No Declaration of Restrictive Covenants: 0 Yes 0/No **If applicable: I understand the system type specified Is different from the type specified on the application. I accept the specifications of this permit. Owner/Legal Representative Print Name: Owner/Legal Representative Signature: Date: Pre-Construction Conference Required: Yes❑ No EX Conditions: The repair system is a pressure manifold and will require a 5" soil cap. The construction and installation requirements of Rules.1950,.1952,.1954,.1955,.1956,.1957,.1958,and.1959 are incorporated by reference into this permit and shall be met. Systems shall be installed in accordance with the attached system layout. AOWE/PE Print Name: Chris�McGee CA AOWE/PE Signature: !1 r Date: 6/26/2023 This AOWE/PE submittal is pursuant to and meets the requirements of G.S.130A-335(a2)and(a5). *See attached site sketch* 4240 Sigmon Cove County: Catawba Lot 3 This Section for Local Health Department Use Only Initial submittal received:7/6/23 by RP Date Initials Permit Number: Auth-08-2023-202464 G.S. 130A-335(a6)states the following: 'If a local health department fails to act on an application for a construction authorization submitted pursuant to subsection(a5)of the section within 10 business days of receipt of a complete application, the local health department shall issue the construction authorization.' In accordance with G.S.130A-335(a5)the construction authorization application is: 0 Incomplete(If box is checked, information in this section is required.) The following items are missing: Copies of this were sent to the AOWE/PE and the Owner on Date State Authorized Agent: Date: 0 Denied(See attached report.) Copies of this were sent to the AOWE/PE and the Owner on Date State Authorized Agent: Date: 0 Complete State Authorized Agent: 8/11/23 g Date of Issuance: This Construction Authorization is issued pursuant to G.S. 130A-335(a2),(a5),and(a6)using the signed and sealed plans or evaluations attached here.This Construction Authorization is subject to revocation if the site plan,plat,or the intended use changes,or if information submitted in the application was falsified,inaccurate or misleading. The Construction Authorization shall not be affected by a change in ownership of the site. This Construction Authorization is subject to compliance with the provisions of the Laws and Rules for Sewage Treatment and Disposal and to the conditions of this permit. The location and identification of all property lines,easements,water lines,and other appropriate utilities shall be the responsibility of the owner. Final landscaping shall be constructed to divert water and establish vegetative cover. The Department,the Department's authorized agents,and the local health departments shall be discharged and released from any liabilities,duties,and responsibilities imposed by statute or in common law from any claim arising out of or attributed to plans,evaluations,preconstruction conference findings,submittals,or actions from a person licensed pursuant to Chapter 89C of the General Statutes as a licensed engineer or a person certified pursuant to Article 5 of Chapter 90A of the General Statutes as an Authorized On-Site Wastewater Evaluator in GS 130A-335(a2),(aS),and(a7).The Department,the Department's authorized agents,and the local health departments shall be responsible and bear liability for their actions and evaluations and other obligations under State law or rule,including the issuance of the operations permit pursuant to GS 130A-337. Construction Authorization Expiration Date:8/11/28 *See attached site sketch* • �...,,N AGRITEC-01 GKROHL '4 �RD' CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) , 3/14/2023 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(ies)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 NAMEACT Connie Garkalns Hartsfield&Nash Agency,Inc. PHONE FAX 10405 Ligon Mill Rd.,Ste H (arc,No,Ext):(919)556.3698 I(A/C,No(919)556-8758 Wake Forest,NC 27587 ADDRESS:Connie@hartsfield-nash.com INSURER(S)AFFORDING COVERAGE NAIC# 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. LTRINSR POLICY EXP TYPE OF INSURANCE INSO'ISWVD POLICY NUMBER /MM/DDIY POUCYEYYY)FF (MM/DD//YYYYI LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 2,000,000 CLAIMS-MADE f ^ OCCUR S 2253659 1/18/2023 1/18/2024 PRREEM SES(Ea occu encel $ 300,000 MED EXP(Any one person) 10,000 PERSONAL&ADV INJURY $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 4,000,000 POLICY X JEIa LOC PRODUCTS-COMP/OPAGG $ 4,000,000 OTHER: $ A AUTOMOBILE LIABILITY CO(Ea accident)SINGLE LIMIT $ 1,000,000 X ANY AUTO _ S 2253659 1/18/2023 1/18/2024 BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOSE� ONLY AUTOSp p BODILY INJURYp (Per accident", $ AB R I S ONLY AUTOS W ON V (Perr acc dent)AmAGE $ $ A X UMBRELLA LIAB X OCCUR IEACH OCCURRENCE $ 2,000,000 EXCESS LIAB CLAIMS-MADE S 2253659 1/18/2023 1/18/2024 AGGREGATE $ 2,000,000 DED RETENTION$ $ B WORKERS COMPENSATIONX H AND EMPLOYERS'LIABILITY STATUTE ER 100003072 1/18/2023 1/18/2024 E.L.EACH ACCIDENT $ ANY PROPRIETOR/PARTNER/EXECUTIVE 1,000 000 OFFICER/MEMBER EXCLUDED? N N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 C Prof&Pollution MKLV3ENV103400 8/22/2022 8/22/2023 Each Claim 5,000,000 A Leased/Rented S 2253659 1/18/2023 1/18/2024 Equipment 25,000 1 DESCRIPTION OF OPERATIONS/LOCATIONS I 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 ACCORDANCE WITH THE POLICY PROVISIONS. Contact Agency for Specific Holder info to be added .... AUTHORIZED REPRESENTATIVE he-Krirt4 ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD AV4flr Engineers and Soil Scientists Agri-Waste Technology, Inc. 501 N Salem Street, Suite 203,Apex, NC 27502 agriwaste.com I 919.859.0669 Soil Suitability for Domestic Sewage Treatment and Disposal Systems 4240 Sigmon Cove Lane,Terrell, NC. 28682 Catawba County PIN: 461704508592 PREPARED FOR: Kenneth Bealer Homes, Client PREPARED BY: Chris McGee, Licensed Soil Scientist Trevor Hackney, Environmental Scientist DATE: June 26, 2023 Soil suitability for domestic sewage treatment and disposal systems was evaluated on May 11. 2023, for the property located at 4240 Sigmon Cove Lane, Terrell,NC. Chris McGee and Trevor Hackney of Agri-Waste Technology, Inc. (AWT) conducted the soil evaluation. This evaluation was done to facilitate permitting for a 4-bedroom home. This report and attached documents were prepared to this application is to be used to issue an Improvement Permit in accordance with G.S. 130A-335(a2) and(a3). The LSS evaluation is being submitted pursuant to and meets the requirements of G.S. 130A- 335(a2). 1 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. The total property area is approximately 1.169 acres. The property is partially wooded and partially open field. The proposed system is a gravity 50%reduction primary and pressure manifold 50% reduction repair system. The property is adjacent to Lake Norman, therefore is subject to a 50' setback from the 760' contour. Soil Suitability for Domestic Sewage Treatment and Disposal Systems The drawing in Attachment I details the property boundaries (as surveyed R. S. Hollifield Land Surveying), soil boring locations, and layout of drain field trenches (Completed by AWT). Eight soil borings were assessed on the property. 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. Soil borings 4-7 are being utilized for the primary system area while soil borings 1-3 and 8 are being utilized for the repair drain field area. A septic layout was performed to demonstrate available space (.1945). The layout in Attachment I indicates there is available space for a four-bedroom primary and repair system. The proposed LTAR(Long Term Acceptance Rate) by AWT is 0.3 GPD/ft2 for the primary septic system. 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 41"AWT is recommending the use of horizontal panel block style trench to utilize the 50%reduction for the primary system. The maximum trench bottom should not exceed 29". With an LTAR of 0.3 GPD/ft2, 267 linear feet of panel block trench is necessary to support a four-bedroom home. The attached drawing proves that 267 linear feet of trench can be installed for the primary system. The proposed LTAR for the repair system is 0.275 GPD/ft 2. The Usable slope corrected soil depths in the repair area meet or exceed 27". With horizontal configuration panel block trench the maximum trench bottom should not exceed 15" and will require a five-inch soil cap for sufficient cover. With a LIAR of 0.275 GPD/ft 2,292 linear feet of panel block trench is necessary to support a four-bedroom home. The attached drawing proves that 292 linear feet of trench can be installed for the repair system. Any disturbances or grading done in the usable area will change the potential of using the area designated for a drain field. Prior to moving forward with building on the property, Catawba County Environmental Health Department should be contacted to complete the necessary review of this documentation to issue an IP (Improvement Permit) for the property and the CA (Construction Authorization). 2 • Conclusions An IP (Improvement Permit) and CA (Construction Authorization) for this property can be issued with the site plan that is in Attachment 1. A CA permit will be required in order to secure a building permit for the property. The county issues an Operation Permit after the system has been installed to meet the specifications of the Authorization to Construct. Additional septic layouts have been or will be performed as needed. It will be critical to not disturb any of the proposed septic area or there is a risk that the IP and CA will be revoked. The LSS/AOWE Evaluation and attached documents were prepared to this application is to be used to issue an Improvement Permit in accordance with G.S. 130A-335(a2) and(a3). The LSS/AOWE evaluation is being submitted pursuant to and meets the requirements of G.S. 130A-335(a2) We appreciate the opportunity to assist you in this matter. Please contact us with any questions, concerns, or comments. Sincerely, Ai+ Chris McGee Trevor Hackney 3 Attachment 1: Site Plan/Drawing (I) s I 1 .� 1 1 Uoydsy,8l PasodOJd 021 0 11 g r ao'T ano,� uottror e 7 �; co g nm�way _ —I 3 n 6 s za C4 ' 5 co J L5 65, gl to. 1 'f0/, il 1 `� 4 --�. •., I° fax if , \ ` �I r1 r a lift:; 5, BOO ` II 798 si �� �-_+� i l-H { lI a (Q/�l 14° 13 ° v d n mO ► U Q � A a�co , 1, CT; z as f i • 3 „IP -' / !. 11 £ OIL 0 i �`�1 •'•'% tii i' 6 I `• 0 Vi m E �1 %••' /L j%,- ate ° Si j gi, V �s° . �•j . i con, dc ® J.on F 14 rn C % / c a ' m m 000cc •m2lo Sam $, cocA. '" Ot m �aT -04 04 1• S g i !J!111 cp s'ir il ,_ ; 1 O m' J 01 [T • [ N N p UI7 N gN O DOO f f V)=--•j 3 a 000,O N < a () 0o0Nm ° m, o ' cNa moo ococ'o,0oQ.om 0o a 00 _0 , s-0 0 �o no •sc m o o*o amp•` N�o ...o,ca(460., (^ —�'.00z-o .-3 -..0l - Jm a? p , 33 ag3 �i•`� N� jNNpap a Om ( - - (T N =c m N 0 'S min S N (p 7 n ry 0 (�D 0 O „°7 n 12 030U•- - m . ." 3.0O ; m �� c3aa- ao -3 0 C0 " ' z-•0 3ca^53 o N C Q- p -. N o a m 0' 3 • T o = o a m e 0 �s N (.3* a.' c (c (00 7. ja m' m-=0 A p (U0 Np'� _Q2.0N . . 913. O (n O l S . (oo mama m .0 : ,T 0 n » oo? N cgg 0 Q c o Q Q a-. o o.,', a a o < 3 f fD ' 3 0,0 0 0 2 n� o 00 0 o ac. a p v o 0 O—of .-o a a f '< n o. -••- o a 0 * a' oa5. 0F0 a mmn o' a m 0 • 0 a 3 a s Pro \ Po �+ • \` Sed 4 SD SF/Z \ , (~n A W N O, v, L. W N N ! `\\\\\\\\\� �35 s9 ft ' p p ��\ J ;_r 0 0 0 0 0 0 0 0 0 0 ~ \ ` (0 c c c c c c c c c c C r I' j•: r r r S : •( co 7 7 7 7 7 7 7 3 8 m •• :t m m o m m 0 0 0 ii a r \\\ _ ProPosedp/� \\ �' o � � m WI , W V( N V T N Q, W O ~ • i• ,� 18•x 36• 6. 4, .: i '49 g , W V, ,aW N V N . •i : : : CO S 1 i a-65 1 —�r N Ni • / / / cc, A c 'O t ' o W o o o .( n \ /5 / / / \ /-q,. / r t / • ' / '/, - , o 1 •/ / / / _o �. i o I "l o 1 / n N CD ---.1 4.-11 sZ 1 0 (1) -n lini ri 81 1'1HI o s O0-w3-o Doo _1fto=- »= nopU,ow -<- aol cn -Fl Ewa c °�v, o v2ac'in m ° 5�c33 . 3, 3 ° , • Jiae, wo3m0 ° 3- 3 jm 2.2 j•amoaoaa° omc„F, o n -� N U'<N -w 3 3'° N ° N o N ° a ln)00ol ° n° 0 w3 o °=a- �' 0 � c a2-o ° rn2 Qa c 3 a a.-, 0 -3 o c �w Q7v 0 ��c �3.3 c°n w onm03 - o = oaw cems wm3gwcm !p - o °- 7- 7'_0 n a ° m o w a U =n-.N N ° ° woa0a0 o' v°D3 m-Qo oco4' 3 ,L , - 0 ' ° c 3 Q a-5 ° =w (.0 I 3 mo QoQ'm .a a ' 1 Pressure of Monifold co2 i --------—------------------------------ — -_ 1-14 ---1' - i til. r --_ —0. Re cn A w r... mZ Ts-- ^ocyl cr, m 41. t r \\ i ~ O 6 w,` ' \ $ 0 7r \. xI //! \ { cc • \\ •\�2- 48. o 8 Q f r if \ - Qe c o_ 2 M w 4 / Hh- . \ \ \ \ V V ti i r O �. ss, _ am 1 I o a J f _ n O I CS _ 6S' c I ' - N N N LV N g ,, v J !! 7 l -�.` ' i a to to co v� vi RI :1 \-\ IV \ .�' xxxxx d ter. BPS— —��\ v - _ / 'pM n S ' ' .� /��.s \ m psi cn v .� v Li, E f Stepdown j - pa �. I /9, / • • I v , 4 ` 0 o o o 0 0 j 3 , -- ; - ; , E88V ' } il: a ;;`` \\\\�\��� lain , :::". \\� ; : II „ ` —W w f D , Proposed Pooj =" $ :ii .i , 18.x36. ; • p O ..•• ;, fi k • / • `Supply Line - --____I • 111717 CI in 1411 Iii1gof i Q x � 1) - 3 T cn / / /. co S. / Cl) \ 1 01 o 0 / _- ° CO \ \ 0 @ -D 6 g \ 2 3 O f \ Z % 7 \ --I f 0 5 _a -' -0 q CO © ? / ƒ Cl) 0 Cl) % 2 O \ \_ . 7 z .. / 3 9 0 / / % a) ] / ƒ 1 § ƒ ( & I / C K © Cr) , Q & $ ƒ = G / \ • Cl) -@ l / $ 0 / E % n e 9 » ] w - = Z e ] - G w » E 6 / / 4 cot c 2 ' 0 Z ° i 0 •a % ƒ / ) ® 3 7 R Z J ° $ % Si) R # k. § = C. CO e@ § e p § 0 2 f / = c o / / § / \ 7 Cr) ° & % i a ® / / ƒ o a & x I ° ¥ co ƒ § N ° 0 ± F g / m m - e m E 2 o R ± 9 = w = $ 2 E g 6 E / 2 -0 k 00 / / / / 03 $ S @ @ m $ e @ @ 0) _ D- D- D- _ _ D- 2 \ \ \ \ \ \ \ \ m co w e 2 # CO e -. . CD x , m O O 2 0 2 0 Z x m_ m_ m . o a o ( = = W $ \ § < : 3 , ¥ ± ± 7 ° 7 -2 -• 2aO = co co k / \ k CD \ ƒ k k % K _/ oEL af R # 4 1 ® \ 2z |\ L_ -�- , I 1,� 141To 6w! o` ' , \f ®s2 A` ' ` - 2 I /t g �� /of °| ! 2| | g /} p> § C1 c 'n AlW N Z v 5 m v a co m o CO A.)F O 1i_ 3 Nam N $d O 7 O. CO , W C H * m 13.0)a� —m S 4 o m fR.w cot i DIII S == W ..a' ow 09 _ _ .a o- ooi c'o o 10'Pod Setback - -' N 3 m co 0 a A- °c w o a +0 3 ro 3 0 m a 5 _ ' , d 15'Pool Setback 1lila 7 IV t _ �+I e�1"1�� 7 7-7 U 0� I �dOMgS'OP m xFi 1 m C t7 i f o 1 /0< 161' I'-. ° o� �, � Io 7 as \ -C. • -"` 7 ///// 0 F \ w • \ a is . \ . e ,eun we* \ c. yd O$5' '04 ~\ \ • 10'Property Line Setback 397.08' S80°26'10"E Buried Cable 1 li 7 .. a o - 1 o , i a E . I x PR 14 a 80 $cD ig CD ..IA 11111011111 11 (n" 11. 4441r/ A IIIII zip ii � 1 w f ; a I g frog R = y� i ...V �'� ! z a AEI* S c t f 3 Q �i r g ID k• q + ►; w III1IIfthrIII'IIIII 'J1IIt 4. I_FI!ii..I 1 O .1 8 i$ a;-( ; lg: tit g j , fill(asp ° ;If; it s I "NI! $ ID :iii? - fili 21 a O tO O) V _- _Ot- lP .A W N ` ;.- 8RAZ g tf3 • t G El O D m D D n -- G_t7 �2 VI G(l o a • >tt y<,fi i g QQ j F m C 0 G 7 0 ° ] .-..D., a w O U . - gg i Y R 8%4 [ X mN m0f^ o m n .' 30 o0 (' 3a' 00 _ €f 'i R og# < m ° p J J 3 o K a o z o 13 m 0 o m Jc, . $P # o ,�o ° G 0 o o i ; t o 0 p J. 3 ' m0M N G t7�. o .� ui O o (-VS o F j0 F J 7 G = O O q Los.. ...�..� i ri Z ..J G iO C O 7 O" U O O 0 j i O a N O a O 00 p O g O O O 0.0] m 0 • a* pa C TI N m O a a a -0 = O T ' o t 3 0 1113 n 0 Gy •-o m m o ° tc - v o' '0 Tf: m -i 3 ° cn v 0 o °_ c z g m n o n o 3 0 o A .- m 0J x a ^°c G m< 3 I c N o O j 3 0 O a o , 2 3 - m m a � p J O `7 m G G (x/I TO o b• () O G IS O A C O C m x a o0 O -- A 0 a o a - O 0 3 ° a < m 2 m a m m m J 0 G • v * T G F r.m a m o- I2c-cc- of 7a Y pO Ill m ll N V 0 O G J j pt SY° - . •• i jjUt mk 3 `O O -.. G S 1!i O J 'tJ qft " 3 z i a, a `< p VB ; is .i1(7 D D oW OGD -O -O G$ (7 2i E 11 1O .- U (30/A F a'O- a0f C O S 2 i` miaa+.•I ?_ L. ILm 7 p m G a[Oi H J ] x = m I m c � x np �^ n ° o. G ° oo No ..,......c o00o m Jm° J l a m " O C f..o O m —O .0 Q%aii-g 5 G 0. I oamvaawf) 00 o ,myC _ O OJ . m G3a J GaJr O !) U n A PriiikffilkillEPq 0 3 0 a ys€ €I?� F 0 03 .G m I m 0.5 3 \ F g a"A R f i E f i a �7 o (oc 0 01° i c"o 2 ao I' LV giiiiOlf ad £ n ] D. o Q N o o a Q C 0 c • IEa 7 & 11 9;6t .o 0 0 0 $ IIII g .'. �0 maw 7m� -a t ! -@2# rj ° �0 0 ° o G �a A °^? , I i/ 4 a ' G i o O rn n � Qv o3a v am CIO: 4D oZm m -x o m G o ,.(0i m m o i c O a 7 * GO o (i c . m .o °_ . J pcn a _-_ p Qv O O m m a ] n 7 p iggg. E 5 1 m a O i GJ+ 0 7 n m 0 �V j O i O J 7 m O O O 0 05 j U m • < 0 a m m a o m m 1a e — (p -s 1 1 irl) li 31 a• la . tg <1 ..;i t7 -" , g m z S IBf ill pg aOvJG Y 1i ;�1 il. C O O g t 1 %// ./XY.;'i,.,S�1 in Ie lb 1 III ., �5=- 'y a w m d ',G��/� `,;;.fill. V `J •I ills oo Z ., ,,,,, .-- %'e_I Y Ii Q no tom• z.�1 cei�':Z4 ii� r1i 11 C1 ji I Q ", . 1 t W�5a�� � a. i '61- Z 29 .! 21 , ,, e,-,,,,,.. _,, ii, ,._ 0, ����� .':If. W r O Wes. li �� �F,g 2 YI .—.,-'I—1— P b I d' 1;1 rf J " ` s 2 #$ I it O .. $ iPi4IS �i1 <.4 A e = y n,f I - i o _ ., E 1.i1...s ® ,-,A-,,.-,..r,I-I-a- c c 11,IA1t 3 arit.A 11.p1q1iki .,2:41t3e I11- f-=i ,�f _i/ x _ _ Ot :} ill. \\�\\,,\,,\\\\'\\\1C,„o'��C e 11 11 l i L_ , .tw wAi r ., g% 4 E L I I I lb fi 5 111-, u°a' I�IIIIJ /. 0 t! '''4 '1u1 ! IP a b i I r 1' i!\ - �\-Y \1\\11%\\\��\\\\\\�\�\1111\1\1„, _ pi CII =11— 1- 1,, 1 31 0 .7.11 I I in-in Al 1 . . 1 ,,,,. c N 1 ' ; H }` 11�J _ =7. I �� 1 ..... 7 is iii 21 PI§ d 1 . ih i 0 I I 0 luw 8 all ,a R 9 S iE1 d d d d d o ill ! o r ¢ r „,,,,_ cc $ W -, \\\\1 \\\\�C\11\\1\W�- a li cuic,1•l�alm- . I .im =t ! g AITI-1�' 1 ►— ' 4 hie 11E1'` �1 N I W Y .I It II cot a- O I 41) SY' d d g U1!1 A310 ; 3i11i 1e$ i #* - s4 Ili vi F 1 _ P; :lpiS'gi15 IcIc�:MW (_ It PI ' 1113 jJ 1.1 11 � g �� d}4�4A�S�9Tjdi`dgi �� -E � a I4 � h �} g� 1 �14 u i , a.. i - - 44 fll v laili Ili } u Iil " �€in : a1 q it 1 Ita #!1, 1� ;P � � ���1 & i 1� I liI 1�� 11 �� Eta" :1 a it 1 11 ; s, l 3 f !Ili ii is .R I.-fi eR 4 A 1 it EE5 g a R;1��� ii 31111E t ill P i-' 0Y s3i3H 3$ ?'i g 3� $ 4]i 33��d'f� A .11"d �� y l e. i " iie� ss . lug"! `i L N 11 4 N i rill 1 �°1s /116° A� Vii 4 2 2 [A' k Slfl g 4 b i IIiI: ;A�[ IF'iU! 1 � �A illif 6ig I g iim S sli� s e l :Ili; .afi UII v ! tI !1 ! III, V334- I / ; :Ri IL \ - "3 i _ =�u S A a Y i. fig ill 3 i§ E _3 ; 6 a l�dl� g E 9 it R } i iOa a 9 ii I Ei 1 � 41 a 1/ aspp i U [i C 0110011111,11 I!! _ s fg 4� 1 .4 11 ilit ll ; i 6c !iy 6E i ift ill ill I Y�•dl1 ft Iee . ; g ; ra -go.; ££ a 3 1, a 3 i 2 !it. if : 111 =6 m A4 �� 841 !� �l Y c �I_ � ►► S �i d pl= i ! "� ��Y � f'Y6i 15 ff y rit y i i; 211001 III 1 li6a =I Ai, ] _ q.1 p 4;8 la 1. `, I a i III ` a 3 11 Ilii Eiia ill' i s i si 1114 .! _ it f ,!l is Illi x I a2 ei Q l �� 0 Ill 41 421111MilliPTIMielli 4 I 11 ifilililliffiltrigilli! ll 7 1 ' I In �i g° }ilia Q a 1042[4 ¢ i i m 12111ll iiig#ilf lift rs .a=a g a l -21411/1 11 E " i m [ q illif Y]"sgaifi6i e fA Y 1 z 141601 a 11 stillWail gal kii �. I Trill}} ,11 s Illy 1} = gl=i it e 3 Yi=99 Q mull q ; €i€i {Y.. f ,iitf = g aT$d o d : iii11141 o I. Attachment 3: Additional Documentation AV1/1" Engineers and Soil Scientists Agri-Waste Technology, Inc. 501 N Salem Street, Suite 203, Apex, NC 27502 agriwaste.com I 919.859.0669 June 26, 2023 To:Applicant 4240 Sigmon Cove Ln Terrell, NC 28682 Catawba Co Parcel/PIN: 461704508592.00 Re: Site/Soil Investigation for Catawba Co Parcel/PIN: 461704508592.00 I, --, 15 T we`111 (applicant name, print), acknowledge that "the LSS Evaluation attached this application is to be used to produce design and construction features for permitting in accordance with SL 2022-11 " Applicant Signature: Date: 00�_ Sincerley, Chris McGee, LSS Soil Scientist Agri-Waste Technology, Inc. • Septic System Design - Summary Page Project: KBH-Sigmon Cove Ln-4240 Date: 7/5/2023 Property: 4240 Sigmon Cove Ln Terrell, NC 28682 County: Catawba Engineers and Soil Scientists Subdiv.: Agri-Waste Technology,Inc. Lot#: Permit#: Project Manager: Owner: Kenneth Bealer Homes Chris McGee, LSS Address: 1454 Brawley School Rd Type of System: Ill e cmcgee@agriwaste.com Mooresville, NC 28117 919-367-6316 Phone: 704-662-6400 Engineer: Email: tripp@kbhlakenorman.com PIN: 461704508592 ENS: Pump Tank Storage & Float Settings Project: KBH-Sigmon Cove Ln-4240 Location: 4240 Sigmon Cove Ln Terrell, NC 28682 County: Catawba Tank Manufacturer Shoaf �I Tank Model TS 1275 PT 11 Interior Height(in.) 60.5 in. Avg. Storage 21.07 gal/in. Repair System Elevations, measured from bottom towards top(0= Interior Bottom of Tank): Top of pump (including 4" block) 22.6 in. (Pump height = 18 9/16") Pump Off 24.5 in. Pump On 32.0 in. (set for dose volume) Alarm On 37.0 in. (5 in. above On Float) Emergency Storage Available Pump Tank 495 gal Days of Storage 1.03 days (determined from"interior top of tank"-"High Water Alarm") Drainfield Design Project KBH-Sigmon Cove Ln-4240 Location 4240 Sigmon Cove Ln Terrell,NC 28682 County Catawba Drainfield Sizing Primary LTAR 0.3 gpd/ft2 Daily Design Flow 480 gpd Type of Drainfield Media PPBPS,Horizontal Req.Drainfield Area 1,600 ft2 Required Drainline 533 Trench Width,Eff. 3 ft After 50%Reduction 267 ft Required Drainline 533 ft Minimum Line Spacing 9 ft(O.C.) Repair LTAR 0.275 gpd/ft2 Daily Design Flow 480 gpd Type of Drainfield Media PPBPS,Horizontal Req.Drainfield Area 1,745 ft2 Required Drainline 582 Trench Width,Eff. 3 ft After 50%Reduction 291 ft Required Drainline 582 ft Minimum Line Spacing 8 ft(O.C.) Drainfield Layout Elevation Line Length Used as Used as fljjk:i.mi 1444,iii.4.;$iidtrilt!^,^Use y};w, Flag.Color (Ft) (ft) Primary(ft) Repair(it) 1 Layout Line Purple 806.4 44 2 Layout Line White 806.0 72 47.7 3 Layout Line Yellow 805.3 97 65.0 4 Layout Line Purple 804.6 92 65.0 5 Layout Line White 804.1 93 65.0 6 Layout Line Yellow 803.2 91 30.3 7 Layout Line Purple 802.6 90 19.0 8 Layout Line Red 801.8 62 9 Layout Line Red 782.7 34 10 Layout Line Yellow 780.1. 61 11 Layout Line Purple 778.5 70 12 Layout Line Orange 776.7 75 65 13 Layout Line White 774.5 73 74 14 Layout Line Blue 772.5 72 72 15 Layout Line Yellow 770.3 76 56 *Lines 12-15 shifted 3.7'west Total 1102 1 267 i 292 Count 15 4 6 Note:Line length totals are shown to the nearest foot. PRESSURE MANIFOLD SYSTEM DESIGN (Repair) Site Information Project: KBH-Sigmon Cove Ln-4240 Location: 4240 Sigmon Cove Ln Terrell,NC 28682 County: Catawba Design information Estimated Daily Flow 480 gal/day L.T.A.R. (from Catawba Co.) 0.275 gal/day/ft2 L.T.A.R.+5% 0.289 gal/day/ft2 Trench Width 3 ft. Line Length Required 582 ft. Length after 50%Reduction 291 ft L.T.A.R.Reduced 0.550 gal/day/ft2 L.T.A.R.Reduced+5% 0.578 gal/day/ft2 DRAINFIELD INFO.- Repair Proposed Type of System/Distribution: Pump to Pressure Manifold using PPBPS, Horizontal Flag Line Flow Flow/Foot Line Line No. Color Length(ft.) (gpm) (gpm/ft) L.T.A.R. 2 White 47.7 1/2in SCH 80 5.48 0.115 0.569 3 Yellow 65 1/2in SCH 40 7.11 0.109 0.542 4 Purple 65 1/2in SCH 40 7.11 0.109 0.542 5 White 65 1/2in SCH 40 _ 7.11 0.109 0.542 6&7 Yellow&Purple 49.3 1/2in SCH 80 5.48 0.111 0.551 Total 292 Total 32.29 Avg. 0.549 Note:Line lengths are calculated in 4'4"increments to reflect use of PPBPS product. Total Run Time 14.87 min. Drainfield Capacity 216.0 gal %of Drainfield Cap[ 73.2%1 (Max.96.6%to not exceed 3.6 gal/panel) Dose Volume 158.1 gal/dose Run Time/Dose 4.9 minutes Time to deliver max.3.6 gal/panel Volume/depth 21.07 gal/in. (Per tank manufacturer's specifications) Estimated Drawdown 7.50 in. Manifold Box Number of Taps 5 with 0 Split(s) Manifold Length 4.0 ft. (approximate) q • PUMP DESIGN System(initial/repair): Repair Project: KBH-Sigmon Cove Ln-4240 Location: 4240 Sigmon Cove Ln Terrell,NC 28682 County: Catawba Friction Losses Suction Head[----01 ft (submersible 0) Elev.Difference(highest point from pump) _30.18 ft Design Pressure At Outlet , 2Ift Supply Line-2"Schedule4OPVC Pipe Diameter,Nominal an CAM in. Pipe Diameter(ID) 2.047 in. Flow 32.29 gpm Pipe Length 1511Pfint#2 ft Velocity 3.15 ft/s Pipe Length for Fittings 36.6 ft Meets requirement that 2 ft/s<v<5 ft/s. Equivalent Length 402.6 ft Estimated Friction Loss in Supply Line 7.53 ft Pressure Filter Friction Loss 0.23 ft (from manufacturer) Friction Loss-Taps/Special Fittings 3.5 ft TOTAL 43.44 ft. Flow for Anti-Siphon Hole Hole DiameterL 3/16i in. Hole Flowrate 2.73 gpm Pump Efficiency 0.7 (assumed,typical) Motor Efficiency 0.9 (assumed for electric pumps) Flow 35.02 gpm Required Horsepower 0.61 hp TDH 43.44 ft. Pump Selection Manufacturer: Zoeller Model: N161 _ Horsepower: 0.5 PUMP PERFORMANCE CURVE MODELS 161/4161-163/4163-165/4165 W ::i 16aN193 80 4\2 16 Operating p 12_ 40-•-- Point DD 6- 20 18114161 4- 10 0 10 20 DO 40 60 60 70 SO 90 100 110 ' GALLONS UTER6 0 60 760 ND 320 400 009920 FLOW PER MINUTE V Attachment 2: Soil Boring Description Sheets • COUNTY: Catawba Co._ SOIL/SITE EVALUATION for ON-SITE WASTEWATER SYSTEM (Complete all fields in full) CLIENT: Kenneth Bealer Homes APPLICATION DATE ADDRESS: 4240 Sigmon Cove Lane,Terrell,NC.28682 DATE EVALUATED: 5/11/2023 PROPOSED FACILITY: Single Family Residence PROPOSED DESIGN FLOW(.1949): 480 GPD PROPERTY SIZE: 1.169 ac. LOCATION OF SITE:4240 Sigmon Cove Lane,Terrell,NC.28682 PROPERTY RECORDED: 2006 WATER SUPPLY: ❑Private ❑Public X Well ❑Spring ❑Other EVALUATION METHOD: X Auger Boring ❑Pit ❑Cut TYPE OF WASTEWATER: Q Sewage ❑Industrial Process ❑Mixed P o SOIL MORPHOLOGY OTHER F (.1941) PROFILE FACTORS .1940 E LANDSCAPE HORIZON POSITION/ DEPTH PROFILE # SLOPE% (I .1942 N.) .1941 .1941 SOIL .1943 .1956 .1944 CLASS STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPR RESTR &LTAR TEXTURE MINERALOGY COLOR DEPTH O HORIZ CLASS 0-8" SL;GR SS;SP;FR - 28" - Saprolite Provisionally 3% Suitable 8-22" C;SBK SS;SP;Fl 27"Slope SB 22-28" SCL;WSBK SS;SP;FR Corrected 0.275 GPD/Ft2 1 28+" L;MA SS;SP;FR 0-11" SL;GR SS;SP;FR 48" - - 3% Provisionally SB 11-38" C;SBK SS;SP;Fl 47"Slope Suitable 2 38-48" CL;WSBK SS;SP;FR Corrected 0.275 GPD/Ft2 0-8" SL;GR SS;SP;FR 48" Provisionally 5% Suitable SB 8-34" C;SBK SS;SP;Fl 46"Slope 3 34-48" CL;WSBK SS;SP;FR Corrected 0.275 GPD/Ft2 - Saprolite SB 14p 0-22" SCL;GR SS;SP;FR 50" - Provisionally 4 22-38" Suitable C;SBK SS;SP;FI 44"Slope 38-50" CL;WSBK SS;SP;FR Corrected 0.3 GPD/Ft2 50+" SCL;MA SS;SP;FR DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM OTHER FACTORS(.1946): SITE CLASSIFICATION(.1948): Available Space(A945) Provisionally Provisionally Suitable Suitable EVALUATED BY: Chris McGee T&J Panel T&J Panel OTHER(S)PRESENT: Trevor Hackney System Type(s) Gavity Pressure Manifold Site LTAR 0.3 GPD/Ft2 0.275 GPD/Ft2 COMMENTS LEGEND Updated February 2014 -a • • use the following standard abbreviations SOIL CONVENTIONAL LPP MINERALOGY/ LANDSCAPE POSITION GROUP TEXTURE ,1955 LIAR* .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) III Si(Silt) 0.6-0.3 0.3-0.15 PL(Platy) L(Linear Slope) SiCL(Silty Clay Loam) PR(Prismatic) N(Nose Slope) CL(Clay Loam) R(Ridge) SCL(Sandy Clay Loam) MOIST WET 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) Fl(Firm) S(Sticky) C(Clay) VFI(Very Firm v.Very Sticky) VS(Very Sticky) 0(Organic) None None EF1(Extremely Firm) NP(Non-plastic) SP(Slightly Plastic) *Adjust LTAR due to depth,consistence,structure,soil wetness,landscape,position,wastewater flow and quality. P(Plastic) NOTES VP(Very Plastic) HORIZON DEPTH In inches below natural soil surface DEPTH OF FILL 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/Re Show profile locations and other site features(dimensions,reference or benchmark,and North. ..- .___ __.__ ___ _._—_. I . _—_ 1......1. _ _. - illall .1 111 __________ -------- 1-- __ -i _ • --- i 1 1 MEM _________._____ -11. 1 , 1 ________ ___ I. .., .. _ _ __ _ .._ .........• __ __ _ _ _. COMMENTS: Updated February 2014 I SOIL/SITE EVALUATION Sheet_3_of_3_ (Continuation Sheet-Complete all field in full) PROPERTY ID#: 461704508592_ DATE OF EVALUATION: 5/11/2023 COUNTY: Catawba . . . . P R SOIL MORPHOLOGY OTHER 0 F (1941) PROFILE FACTORS 1 .1940 L LANDSCAP HORIZ .1942 E ON .1941 .1941 SOIL .1943 .1956 .1944 PROFILE # POSITION/ DEPTH STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPRO RESTR CLASS SLOPE% (IN.) TEXTURE MINERALOGY COLOR DEPTH CLASS HORIZ &LTAR 0-12" L;GR SS;SP;FR 50" - Saprolite Provisionally Suitable SB 12-44" C;SBK SS; SP;FR 5 22% 410.3 44-50" CL;WSBK SS;SP;FR Co erreccteteddlope GPD/Ft2 GPD/Ft2 50+" SCL;MA SS; SP;FR 11-10 SL;GR SS; SP;FR - 52'. - - Provisional l\ Suitable 10-40" C;SBK SS;SP;Fl S20% 40-52" CL; WSBK SS;SP;FRSlope44" 0.3 6 Corrected GPD/Ft2 GPD/Ftz 0-18" SL;GR SS;SP;FR - 54" - - Provisional I, Suitable SB 18-44" C;SBK SS;SP;FI 7 12% 0.3 44-54" CL;WSBK SS: SP;FR 49"Slope GPD/Ft2 Corrected 0-10" SCL;GR SS;SP;FR - 42" - Saprolite Provisionally SB Suitable 8 10-30" C; SBK SS;SP;FI 5" , 0.3 30-42" CL;WSBK SS;SP;FR 40"Slope GPD/Ft2 Corrected 112:" SCL;MA SS;SP;FR COMMENTS: Updated February 2014 L __