Loading...
HomeMy WebLinkAboutAOWE-04-2023-193007.TIF Rf3PR-03-2023-43797 AO W E-04-2023-193007 s r.sTATE q �,F »=ao�` ROY COOPER•Governor I �, q : y', NC DEPARTMENT OF KODY H. KINSLEY•Secretary 11 H EA LT H AND HELEN WOLSTENHOLME•Interim Deputy Secretary for Health \ �� ,,s` P HUMAN SERVICES 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 LHD USE ONLY: Initial submittal of this NOI received: } 22— 2 3 by AP Date Initials 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: bcashion(@.adamshomes.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(a.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 5 Cardiff Court, Catawba, NC. 28609 (Cardiff Glyn Subdivision) County Name: Catawba RECEIVED NC DEPARTMENT OF HEALTH AND HUMAN SERVICES • DIVISION OF PUBLIC HEALTHMAR 2 2 2023 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 J AOWE Common Form LHD Reference: AOWE 04 2023 193007 6. Type of facility: g 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: Pressure Manifold 25% Reduction drain field product (Primary): Pressure Manifold 50% Reduction drain field product (Repair). 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.S. 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: k 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 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 l' �/®/L, March 20, 2023 Signature of Authorized On-Site Wastewater Evaluator Date Owner self-submittal of NO!: I, hereby submit this NOI prepared by Print Name of Owner Print Name of Licensed PE pursuant to G.S. 130A-336.1. Signature of Owner Dote DHHS/EHS/OSWP-AOWE COMMON FORM Updated April 2022 Page 2 of 6 It AOW E-04-2023-193007 AOWE Common Form LHD Reference: 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(fNJ 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 AO W E-04-2023-193007 AOWE Common Form LHD Reference: 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 deportment 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 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 NOt 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 LN COMPLETE(If box is checked,information in this section is required.) Based upon review of information submitted in Part 1 of this form,this NOt is deemed COMPLETE. Copies of this signed form were sent to the AOWE and the Owner on t I i1I).3 via L m y. ✓l Date Email,FAX,USPS,hand-delivered A copy of this NOt and tracking information was sent to the State on via Dote Email,FAX,USPS,hand-delivered gu.1)7; ekt(fr— /14‘4,14t Alvfr Lt Print Name of Authorized Agent of the LHD Signature of Authorized Agent of the LHD Date 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 as missing during LHD Completeness Review above. Resubmittals must be accompanied by a cover letter from the AOWE. LHD USE ONLY: This NOI resubmittal received: by Date Initials Item#from initial NOI Resubmittal description Attestation by AOWE certified in North Carolina pursuant to G.S.130A-336.2 I, 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 Date 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,USPS,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—AOWE COMMON FORM Updated April 2022 Page 5 of 6 L 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 Date 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 E 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 5. 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 I, 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 LHD Use Only. LHD 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,LISPS,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 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 Dote 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. DHNS/ENS/OSWP—AOWE COMMON FORM Updated April 2022 Page 6 of 6 L 1 AGRITEC-01 GKROHL ACORD" CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYl'Y) `.� 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 CONTACT Connie Garkains NA)& : Hartsfield&Nash Agency,Inc. PHONE 919 556-3698 I FAX 9 10405 Ligon Mill Rd.,Ste H IA c,No,Ext):( ) (A/C,No):( 19)556-8758 Wake Forest,NC 27587 nODREss: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 0: 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 ADDL SUBR POLICY NUMBER POUCY EFF POUCY EXP LIMITS LTR, INSD WVD (MM/DDIYYYY)JMM/DD/YYYY) A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 2,000,000 CLAIMS-MADE X OCCUR S 2253659 1/18/2023 1/18/2024 DAMAGE TO RENTED 300,000 PREMISES(Ea occurrence) $ 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 rEF LOC PRODUCTS-COMP/OP AGG $ 4,000,000 OTHER: $ A AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 1,000,000 (Ea accident) $ X ANY AUTO S 2253659 1/18/2023 1/18/2024 BODILY INJURY(Per person) $ — OWNED SCHEDULED _ AUTOS ONLY AUTOS yy Ep BODILY INJURY(Per accident) $ AMS ONLY _ UTOS ONNLY (Per accident)DAMAGE $ — A X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 2,000,000 EXCESS LIAB CLAIMS-MADE S 2253659 1/18/2023 1/18/2024 AGGREGATE $ 2,000,000 DED RETENTION$ $ B WORKERS COMPENSATION X PER OTH- AND EMPLOYERS'LIABILITY STATUTE ER 100003072 1/18/2023 1/18/2024 1,000,000 ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N N/A )mandatory In NH) 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 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 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 P ACCORDANCE WITH THE POLICY PROVISIONS. Contact Agency for Specific Holder info to be added **** AUTHORIZED REPRESENTATIVE ISOUkip 141FL( ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Al/1ff '111' Engineers and Soil Scientists �=-� 3; };� w 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 Lot 5 Cardiff 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: March 20, 2023 Soil suitability for domestic sewage treatment and disposal systems was evaluated on August 9, 2022, for the proposed property located at Lot 5 Cardiff 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 0.975 acres. The property is an open grass field. The home is proposed on the low side of the property the septic system is proposed upslope of the home. The proposed septic system is a pressure manifold septic system utilizing a 25%reduction product for the primary with a pressure manifold 50% reduction repair system. 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). Four 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 1 advanced with a hand auger. All soil borings are useable for a conventional style trench and are being utilized for the drain field area. 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 system utilizing a 25% reduction drain field product and a repair system utilizing a 50% 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, 400 linear feet of trench are necessary to support a four-bedroom home initial 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. The repair septic system will be horizontal configuration panel block style trench. With this trench product a one inch soil cap will need to be brought in if the repair system is installed. With this style trench 267 linear feet of trench are necessary to support a four-bedroom repair system. The attached drawing proves that 273 linear feet of trench can be installed for the repair system. 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, AOWE g"- 2 A Attachment 1: Site Plan/Drawing and Calculations 5,,„,,„ .„ E I ii 1 C if P g,g,g gS D 'ss�� � Opil Si6� yaR t ' w 5 ki sn • �'\\ i'; _�—:3'',-0 r ✓ .T O {� oriow, T a) r if *: 1) •l L O L L O 44, -• Z O O Cn (n c0 :NILOH RO •� U � ;E > > O a m � e ✓— O OQ) Q) X c.) d U ❑ ❑ ❑ W �S o +FYI a) N a) a) a) N a) .c .0 L L L L L U U co co cn U) cn E a) c N c O >, O a = =00 F N -aL U 5 1) C a) Q N +`, tn J CD >, c U >, O Q 15 N a. p a) CO 'O co "O '0 CA U C L CO - p a) X -0 V aS p ❑ p p) 0 c0 Q J N N u CO c p_ u_ a) `) c c z co C (cD U) a) CO J CO E co U U) O CA O O Q a) m as L 0 C O a) "O N -6 r) M a) ti c Lo oo 0) O` a) c Z O �p E c0 Z Cn 03 CO 2 Co N a) N O • ❑ a) 0_ a) In as- a3 a0o = a a) r- J ti ) (n U a) co% 03 CO r2 w n n ti u) O RS CO >. co CO Z coo CO LL v n co c u) O v g g c`) E o LO N > Z x m N a) J co o m v c6 rn -a rn .c '- m O) a) o) 5 a) a d O (CS a3 Z - V L O U a) T O — C O Q C 0 L 0 in U U Q c U ti -, rn rn Q io i e rn cn u_ U I z > J c 0 = m a) o c`u c u) a) CO LL O c > a) 0 ' 0 U act Q/ %) U U N a) a) E a) Q O O O T C.) a a cn w § 0 fl CV J 1 a ��BR U w$ ihs= €_ O C a CC i 44 44 \-' AVM�O I. oI18f1.., M . zAn-4-4 d.ag.3 88s �"�w w -- l --- LZ'48b=2! ',9Z'96=1 m M°988�'s. l ----------------- - c+0 }b 1` � ll l 1 l 99 __ l s } \ \ 1 .y _ lg3) \ Il la l 11 pas _ WI `�� '`— ��- \} ; i al l \ LI - -._..._ _ u 0\ ,� 1 - �� l N N 4�0 l p86 1111 `�` l 1 0 U� l y —nem s,.. \ ll ; i 1 4 1 i l 9�s c l 3p'0-4,111111 .11110.4 Ab cb 1 )4. �R` �, ll a Y i O m1% l ti o� w l CO (.0 p 8 \ l ° v b. v m i. _ _ (n O } 1 1 M c 1 1� 1 1 L~- Z 0 } 30.0 / a ®d p� l / 6 \\ \ , bqf• ,16---- , m� l \ \‘ \ /J)1 �y l N bs� / \ e LL 2g�. y�.1�6 Lf1 / \ d v aai 'LLi�° 996, 4 B n y F t96� \ a v v >- g2 H o ot LL wgga..- d y m• (- o_:vrg0 a a LL� Nwge):r � A « -5-8:if. g 0 1 ! \ !IA 1 P. / | | ji1Pi / `\§| "| \ O « .sen | §©\ ) o �f! ! ! ; § $H / \ / \ \ � , . 0 .,..,.\ CC1 h U.'1� 1111 > \ � � » \ c ID \ @ - / \ O _ C wiso'�' ......... ■ . ' so 0 ' �\ ° °— _\ /\ t# al _§ �7 ® r w IL [2 n a_ 1 1 ( ... « @ E o_(Y_ - / aa & $ E5E ` C==m . o £ e- a Z X/ I ` 5 i z !a3• 2e wNU0oir. now e \ I | i I | ; en ` |• § � i /± [� )CIi � § {. J . I I a�v«mc o1 , I @ ,eo./ 41) - • o IUP ggg9 I : W m g <,924 -1 11511 I H a; w w o a a se'«=a oo z• I1flil w• 000u rnc�w f-- -____ __ w 1l J I i 1 II c 1 Ii . G • ' e/ i I �aj ` \. I zpt 81i M ......• l z'� 1 v Z � � oo O1-IT,.�� � �.- 3 ffi - - -' - - - o on '96•a�._ \• .` 'I 0 o 1 ro' 86 en r \ 2 cu 9i) �. W f --- `\ ° v y v 1 —x„oeS edo s uMOO 5z e _ 22, 3 ,_ C 1 p g / / 1 .E P5 3 a ll LL h W `{ IL 1 / ` i 7 7 7 7 355 \ \ . 0 0 0 0 0 0 0 # o_ RIVE t 0i.t 1 A 0 2 411-4 fl V Ifl I, CO +o 1 CO 4� I W _. ltO a 1►1 a d C 2 6 N E v C7 d L Y O U y 0 O y y.- 3 N2O Owp 00 N O W +, O C u o O [ w O ' Q._ C O 7 a N 0=V O .0=1p C j ° 7 I ° EO oi ? O OY•`1 C ° [ E,-0.0 2N ,2a so . d t O— .O _ 'D E m.- o Nam- -_ NN - wad yo �_ ° mNE� NOS °y j y y i E y y N [ 0 0 y� ry 1.0 O •` C" -g E E L U ° � E,[ S A E a,-E l' - c r E N 2 N a,:2 E - te a N ° o° aE o ,- v u m 41 N ° O« > 01 Vi —�_._ ° ° E N y >p y" U O O e)N - `' E-a 5otnm `oa, dtmNNEv �•[r� a drue�so,q [ > > N 4= C G, C y [ C ° NM'C ° ON ° dv01OEdel °.o [ E �ao ENo O'O •- _ N a,' _ o ° C a°iw- N' v of �-a°- 15.u, ° m o E °w `oEo+E5EEDtE '[ ,3 -u2 , ° maoasu 3 OU LO>ON O�a0O E-t+ .`. E=053I- O OQO„,"MWS:u InEN 4) C U . 0.- N M IA lO n s _ __ _ „„ E „, 5 a & a OW 1 p 0A Lit y�� LL I18n ØP 4R& LL 1 b p tiPI ID U 7 W N # O O O O-. U _ O in C O 0't L p ° 7 0CN eaN. U ilk « v c v_ Lo )- C # O Na) O O L C 0 a ~ C O - N .U . av o , : o C. o v o m ' I v a, ov a o _ + OmC y a __ c '� R leent O . C 0 'c i0 N O ] CC 2 WOy yN D Z d U.C= ov OG oE CO La 2 b kk fi _ 0 y, , o, 16 E^ gS ' � u N mk [ 5 5 __ S � � � m _] O ] -lei • OO N 0= d 'Y C O 1 1 � w #g E a E o � 0- aOox 0. *-0O.Oa E yE �o it a N p Y g2 /610! ERt 06 v° E15;! 3g V Co Oopya Y'cp :pp° - 16bEI Y E .o ra An 0 f P} bili i 1 v o IA N y.p 2 O'a 2 E y .oOas NOaNN C 0 C O L 6 0 0cc pO OCN ] a, c .. O y a r C'• . O V � g. O_ .vd NC a fi fi. o ° ° y o ° U o ' O on ( pF;EmdadE c ` F2•m iT� - „ ff .•0 6— s .L a! ! T C;o' ..._ 8 - -Niv A c n m p d II I[ n a 6 ! 1 Ec .o2 r O ai . v , o 0 O o ,3 4 o rnE n .-7 N C CC F— O C c N'O y NN a,NO N n Na,FexI h E v ' - # ; C Rhe . N 0 N CI_ # d N Om > a 0 E p O N N p a „1 U C 77- O v 0 a x W EE OO+ V C p v O .+ i c u OCI N Of O N E O 2 ] O N:. j 7 O O' ° n o a v E 2 C CO OT d v E C a o e• W 7 0 p U v Fpn 3 2 0.° = Cl) E E o.o E o _ 2' E y LI o u •c z 3 a o 0 0 °u n to o E m j tr G. _# o y y a . w F' Q o12 m 0 110 = a .o .0 v$ io 'RNN K. G& #v n w m v m 2 Cp p c F N O O O V o L o 7 N C”' O C pia N V CT C O ���... O N „>., O O N C_ C_ # 2 O 5 J Z y pm Y� O C L'n O 5 1 d O V N IOA W O S ' �.�.. Y ` 7 _ O y _ O •a O OZO 0t Y N O O.0 .' 0 I R a C.O O O C C > N 2 G C O O pp$ ® '� 8 O0 U F 00 0; ,51) O E 8 Oil hF ° V 3 E V o C O` .+ 0 T G; O N N 01 bh- d 8 11 t' 5-a. •o °"' a c° Cg vC N ot, .7, y cc q° iegiW4 lg .— .so c° . to o.s 0in � °o a ad a 'o ro-N Bgpg1, p §6 pi o kfir, $ �. i$D N S ,- p 2 N M •� co t� 00 Of 1$1/1111111 it i I I Y xP. g s, x hell. kasa 9^l 1 �5e = i $ xa ! -21226e. .86 ar "gl gl;Ip= Fa LA2181 111 11g11 1g. 1 e as _� 111 4i4 bpi;[ gilJ141;0xlgjd / EPPi] (i 11 ;!!1i ! -W111i!;!it P 11 P# 14S C -. TF6 M�; 1 i uW,a'.14111i II Wil IN ^,, N ' &'lg g f-,7 4 gg 1 _. y O Io' > - aiO „ � a oo O - of aO rc " Z jyy 5 f ]a. � .� .s.f rcwo � :-., a w p ~ ' 00 Z Iy o�g 7rc a�S r- w m8 1 .+ g� Q v 1= Q:� 10 V I n l ti Yo°ng1 Z j o 8I`og W §e I 1-`;y� in " _ -a- coi - a 3 �Sitiavi z I •- 1 b a.g II. .,...: —III a —_ \ii — - i z *t,,\,..14 St,-KV$\---,..„-_-1,?.- ) A',a• 0 ' • 2 ArAllIr g I I " „ S o FC cc QS.€ N' I' "O C r 1# Az m W ,0 o .t• 0 vo 1 0,% ,a VI ..m1 1 k I tit:01 II c II orm 0 Fr„., 'Ai ii ZII 0di .,,„ t,5 Oil III ill ;II II IIII s� $gi I LL 1, !III 11- l \4\\\h�1\\\\1%\1P��1\\\1\%`.i.. _ @ 1 11 r Q g si, � 8� 0 a I W e i It 1 } cn j III $Hz g0. • i .I g .. i Ill J �,� ->. Z r I II il(111[o11oIIo11— • ! „ I r U1 IS 11 co r ® Cl) J 11,''' gi ;Iii E -,§ry E �; § p h ICI,Li, gC A A., RA , CC I o ° 2I. '��^ E'E 3 og �g .: 1;1 E �: P. 1 tt91E %;§! ...A E hi !EPA f a 41; ! e E.E iiio x$latta E 8 18 3.aa! I 11 ill kli l if ill ii Iiiii pigel :14 ll aill l iziAd.. ll i lb� listfiI� ,t. . I . . � � m ii 114; €e10g4Ex llil,°lt dill/full 11 ` I m l 3lgE • In a8�t 21 p x 2 Ii E D H § L 11 �' S x S & . h 1854 he .21 h 8" a x 9 ,k e11 iiI 111111111 G a` ! !dti p 3a a b I e iB=II $� b x ay $ to 1 a� 1 § g ii lilt l8 g11111 nil ep ii1Illut ° IL 1 a6 q u HI jilt i0215115 o V 111W Ei 6 I ' E n 6j a f t°!f fil IfifflillIlilil! U H m e " 111151toI . g R I � ° �III 15 YI 3 ° a ail I ° 11ii iI ; gi ji fi I 5 ln 5li b L „ ! E 15 rgill yya ' a7r � .. _ I E u !Ili s E i 11 illfii m !I mlWs¢a„S b EEI1 it iali4tt2 ai lull ' 11Itt l " 3'lli ' E` III 1" G x 5 1"ft; .i DEBE �S {HNC ' C -- i y 1 E rer NI�l , #b# PJ l� Wa B i1a 1111111 1 54 1 111 i a Ea - -- L g8=- EiS f 7iE a a 11 �_� get t '4 '11 ; f IT`% .ri. 1 i 1 ��a s r� s bs° 1 g€ ! p 4 C�Bg $ Bea f. R/- i 6AI i t i Xl I 11.1-1 1jCy1.1 '' y^ �s 1'1 - �yj @ fi3t dl Ur_ iba ! '€ 5 E7YBiymiavit t1 II'v al �bl g l ; b' 3@ d^� it 2g qliE ! qq 11Bl[ x T1 1p Oti 1 S li r la ° [i 11;ttt�2'1111 tE 3p F4Qi1 IIE k #r ;Wit pa 245 `g •• ilk 1r5 4g II 6 R >E ttt "� Tit!� ,y� � s � � '111011 �5g°l.L�� )yf�11 ;�L€ ii 'f �,p.Fxn ,fig c 0'a E�93t➢ F iE �� � bl°. FL1�� BB I 4 � � x't� ��� �¢ ggyyf ` E }e z {g if! 11111/ YgbI l o 111141 Ilgtiifill .1i a R k Q'i hp i � $ Septic System Design - Summary Page Project: Cardiff Glyn-Lot 5 Date: 3/17/2023 Property: 5064 Throneburg Rd Catawba, NC 28609 County: Catawba Engineers and Soil Scientists Subdiv.: Cardiff Glyn Agri-Waste Technology,Inc. Lot#: 5 Permit#: Project Manager: Owner: Adams Homes-AEC, LLC Jeff Vaughan, PhD, LSS Address: 3401 St.Vardell Lane,Suite B Type of System: II a 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 rhuffman@agriwaste.com EHS: Soil Parameters Soil Evaluation By: Special Conditions/Notes: LIAR: 0.30 gpd/ft2 Design Parameters Type of Establishment: Residence, 5 or fewer bedrooms Unit: Bedroom #of Units: 4 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: Shoaf Width: 65.5 59.5 in. Tank Model: TS 1250 STB Depth: 61.5 54.5 in. Primary Draintield Specitications Type of Distribution: Parallel Pressure Manifold Trench Bottom Area: 1600 ft2 Trench Media: Chambers Minimum Drain Line: 400 ft Trench Width: 3 ft Actual Drain Line: 400 ft Trench Depth: 19 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 5 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 0 0 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 1250 STB Volume: 1,250 gal Weight: 11,000 lbs Exterior Interior Length: 125.5 119.5 in. Width: 65.5 59.5 in. Depth: 61.5 54.5 in. Shape of Risers: Circular Diameter: 2.00 ft Pump Tank Storage & Float Settings Project: Cardiff Glyn - Lot 5 Location: 5064 Throneburg Rd Catawba, NC 28609 County: Catawba Tank Manufacturer Shoaf Tank Model TS 1275 PT Interior Height(in.) 60.5 in. Avg. Storage 21.07 gal/in. Primary System Elevations, measured from bottom towards top (0= Interior Bottom of Tank): Top of pump (including 4" block) 16.1 in. (Pump height = 12 1/8") Pump Off 18.0 in. Pump On 26.5 in. (set for dose volume) Alarm On 32.5 in. (6 in. above On Float) Emergency Storage Available Pump Tank 590 gal Days of Storage 1.23 days (determined from"interior top of tank"-"High Water Alarm") Repair System Elevations, measured from bottom towards top (0= Interior Bottom of Tank): Top of pump (including 4" block) 16.1 in. (Pump height= 12 1/8") Pump Off 18.0 in. Pump On 26.5 in. (set for dose volume) Alarm On 32.5 in. (6 in. above On Float) Emergency Storage Available Pump Tank 590 gal Days of Storage 1.23 days (determined from"interior top of tank"-"High Water Alarm") ELEVATIONS Project: Cardiff Glyn-Lot 5 Location: 5064 Throneburg Rd Catawba,NC 28609 County: Catawba Benchmark IP SE corner Lot 2 BM Elev 993.72 ft Septic Tank 1,250 gal Ground Surface 91 44 ft Depth of Soil Cover 12 in. 1.00 ft Overall Ht of Tank 61.5 in. 5.13 ft Elev,Base of Tank 965.02 ft Ht to 4"Inlet Invert 50 in. 4.17 ft Elev,4"Inlet Invert 969.18 ft Ht to 4"Outlet Invert 48 in. 4.00 ft Elev,4"Outlet Invert 969.02 ft Gravel Base 6 in. 0.50 ft Elev,Bot of Excavation 964.52 ft Pump Tank 1287 gal Ground Surface ',0i,ft Depth of Soil Cover 12 in. 1.00 ft Overall Ht of Tank 67.5 in. 5.63 ft Elev,Base of Tank 963.29 ft Ht to 4"Inlet Invert 57 in. 4.75 ft Elev,4"Inlet Invert 968.04 ft Ht to 2"Outlet Invert 58 in. 4.83 ft Elev,2"Outlet Invert 968.12 ft Gravel Base 6 in. 0.50 ft Elev,Bot of Excavation 962.79 ft ST Inlet Pipe Grade @ Stub-out 972.23 ft Depth of Stub-out,top 1.5 ft Elev,Stub-out Invert 970.38 ft Elev @ ST Inlet Invert 969.18 ft Length 15 ft Slope 8.0 Pipe,ST to PT ID 4 in. 0.33 ft OD 4.5 in. 0.38 ft Elev,ST Outlet Invert 969.02 ft Elev,PT Inlet Invert 968.04 ft Length 4 ft Slope 24.5 Cover over inlet pipe 1.60 ft Pump Reqmt. Floor Thickness 4 in. 0.33 ft Elev,Pump Tank Floor 963.62 ft Pump Block Ht. 4 in. 0.33 ft Elev,Pump Intake 963.95 ft Grade @ Primary Manifold `98S 2 ft Grade @ Repair Manifold _ 1$7.68 ft Min.Cover 18 in. 1.50 ft Max Elev,Primary 983.82 ft Max Elev,Repair 985.88 ft Elev Diff,Primary 19.87 ft Elev Diff,Repair 21.93 ft A Drainfield Design Project Cardiff Glyn-Lot 5 Location 5064 Throneburg Rd Catawba,NC 28609 County Catawba Drainfield Sizing Primary LTAR 0.3 gpd/ft2 Daily Design Flow 480 gpd Type of Drainfield Media Chambers Req.Drainfield 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.) Repair LTAR 0.3 gpd/ft2 Daily Design Flow 480 gpd Type of Drainfield Media PPBPS,Horizontal Req.Drainfield Area 1,600 ft2 Required Drainline Trench Width,Eff. 3 ft After 50%Reduction 267 ft Required Drainline 533 ft Minimum Line Spacing 8 ft(O.C.) Drainfield Layout Elevation Une Length Used as Used as Une Use Flag Color (ft) (ft) Primary 1ft),. Repair(ft) 2 Layout Line white 132 98 3 Layout Line red 122 98 4 Layout Line blue 124 102 5 Layout Line white 121 102 6 Layout Line purple 119 91 7 Layout Line red 114 91 8 Layout Line blue 110 91 I otal 983 400 273 Count_ 8 4 3 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. J PRESSURE MANIFOLD DESIGN (Primary) Site Information Project: Cardiff Glyn-Lot 5 Location: 5064 Throneburg Rd Catawba,NC 28609 County: Catawba Design Information Estimated Daily Flow 480 gal/day L.T.A.R.(from Catawba Co.) 0.3 gal/day/ft2 L.T.A.R.+5% 0.315 gal/day/ft2 Trench Width 3 ft. Line Length Required 533 ft. Length after 25%Reduction 400 ft L.T.A.R.Reduced 0.400 gal/day/ft2 L.T.A.R. Reduced+5% 0.420 gal/day/ft2 DRAINFIELD INFO.- Primary Proposed Type of System/Distribution: Pump to Pressure Manifold using Chambers Flag Line Flow Flow/Foot Line Line No. Color Length(ft) Tap (gpm) (gpm/ft) L.T.A.R. 2 white 98 1/2in SCH 80 5.48 0.056 0.408 3 red 98 1/2in SCH 80 5.48 0.056 0.408 4 blue 102 1/2in SCH 80 5.48 0.054 0.392 5 white 102 1/2in SCH 80 5.48 0.054 0.392 Total 400 Total 21.92 Avg. 0.400 Note:Line lengths are calculated in 4'4"increments to reflect use of PPBPS product. Total Run Time 21.90 min. Drainfield Capacity 261.2 gal %of Drainfield Cap 68.6% (Req.Range 66-75%) Dose Volume 179.2 gal/dose Run Time/Dose 8.2 minutes Range 5-7 minutes unless uphill,checked Volume/depth 21.07 gal/in. (Per tank manufacturer's specifications) Estimated Drawdown 8.50 in. Manifold Box Number of Taps 4 with 0 Split(s) Manifold Length 3.5 ft. (approximate) PRESSURE MANIFOLD SYSTEM DESIGN (Repair) Site Information Project: Cardiff Glyn-Lot 5 Location: 5064 Throneburg Rd Catawba,NC 28609 County: Catawba Design Information Estimated Daily Flow 480 gal/day L.T.A.R.(from Catawba Co.) 0.3 gal/day/ft2 L.T.A.R.+5% 0.315 gal/day/ft2 Trench Width 3 ft. Line Length Required 533 ft. Length after 50%Reduction 267 ft L.T.A.R.Reduced 0.600 gal/day/ft2 L.T.A.R.Reduced+5% 0.630 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. 6 purple 91 1/2in SCH 80 5.48 0.060 0.586 7 red 91 1/2in SCH 80 5.48 0.060 0.586 8 blue 91 1/2in SCH 80 5.48 0.060 0.586 Total 273 Total 16.44 Avg. 0.586 Note:Line lengths are calculated in 4'4"increments to reflect use of PPBPS product. Total Run Time 29.20 min. Drainfield Capacity 324.0 gal %of Drainfield Cap 55.3% (Max. 102.4%to not exceed 3.6 gal/panel) Dose Volume 179.2 gal/dose Run Time/Dose 10.9 minutes Time to deliver max.3.6 gal/panel Volume/depth 21.07 gal/in. (Per tank manufacturer's specifications) Estimated Drawdown 8.50 in. Manifold Box Number of Taps 3 with 0 Split(s) Manifold Length 3.0 ft. (approximate) I PUMP DESIGN System(initial/repair): Primary Project: Cardiff Glyn-Lot 5 Location: 5064 Throneburg Rd Catawba,NC 28609 County: Catawba Friction Losses Suction Head _ 0 ft (submersible 0) Elev.Difference(highest point from pump) 19.87 ft Design Pressure At Outlet 2 ft Supply Line-1.5"Schedule 40 PVC Pipe Diameter, Nominal 1.5 in. Pipe Diameter(ID) 1.59 in. Flow 21.92 gpm Pipe Length 166 ft Velocity 3.54 ft/sec Pipe Length for Fittings 16.8 ft Meets requirement that 2 ft/s<v<5 ft/s. Equivalent Length 184.8 ft Estimated Friction Loss in Supply Line 5.77 ft Pressure Filter Friction Loss 0.23 ft (from manufacturer) Friction Loss-Taps/Special Fittings 3.5 ft TOTAL 31.37 ft. Flow for Anti-Siphon Hole Hole Diameter 3/16 in. Hole Flowrate 2.32 gpm Pump Efficiency 0.7.(assumed,typical) Motor Efficiency 0.9 (assumed for electric pumps) Flow 24.24 gpm Required Horsepower 0.30 hp TDH 31.37 ft Pump Selection Manufacturer: Zoeller Model: N153 Horsepower: 0.5 PUMP PERFORMANCE CURVE MODEL 151/152/153 so 14- 153 fa- 40 3s 10- • eratirz Po nt e- 2s 151 Q e- 20 15- 10 2- 5 0 1 10 20 30 40 50 50 TO eo e0 1A GALLONS LITERS 0 w 80 120 180 280 2i0 2110 320 380 FLOW PER MINUTE 01000 • PUMP DESIGN System(initial/repair): Repair Project: Cardiff Glyn-Lot 5 Location: 5064 Throneburg Rd Catawba,NC 28609 County: Catawba Friction Losses Suction Head 0 ft (submersible 0) Elev. Difference(highest point from pump) 21.93 ft Design Pressure At Outlet .2 ft Supply Line-2.0"Schedule 40 PVC Pipe Diameter,Nominal 15 in. Pipe Diameter(ID) 1.59 in. Flow 16.44 gpm Pipe Length 200 ft Velocity 2.66 ft/s Pipe Length for Fittings 20 ft Meets requirement that 2 ft/s<v<5 ft/s. Equivalent Length 220 ft Estimated Friction Loss in Supply Line 4.03 ft Pressure Filter Friction Loss 0.23 ft (from manufacturer) Friction Loss-Taps/Special Fittings 3.5 ft TOTAL 31.69 ft. Flow for Anti-Siphon Hole Hole Diameter_ 3/16 in. Hole Flowrate 2.33 gpm Pump Efficiency 0.7 (assumed,typical) Motor Efficiency 0.9 (assumed for electric pumps) Flow 16.77 gpm Required Horsepower 0.24 hp TDH 31.69 ft. Pump Selection Manufacturer: Zoeller Model: N153 Horsepower: 0.5 rP PUMP PERFORMANCE CURVE MODEL 151/152/153 50 14- 153 , 12- W 35 152 t0� erating,.. 8 25 151 g_ 20 15 10 2- 5 0 10 20 30 40 50 80 70 80 80 100 GALLONS UTE" 0 4o e0 120 160 200 2+0 2bf1 32o 350 FLOW PER MINUTE 410011 L J 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 5 Cardiff Court,Catawba,NC.28609 DATE EVALUATED: 8/9/22 _ PROPOSED FACILITY:_Single Family Residence_PROPOSED DESIGN FLOW(.1949): 480 GPD PROPERTY SIZE: 0.975 ac. LOCATION OF SITE: Lot 5 Cardiff Court,Catawba,NC.28609 PROPERTY RECORDED: WATER SUPPLY: ❑Private )(Public ❑Well ❑Spring ❑Other EVALUATION METHOD: X Auger Boring ❑Pit ID Cut TYPE OF WASTEWATER: X Sewage ID Industrial Process ❑Mixed • • o SOIL MORPHOLOGY OTHER F (.1941) PROFILE FACTORS .1940 LANDSCAPE HORIZON POSITION/ DEPTH 1942 PROFILE # SLOPE% (IN) .1941 .1941 SOIL .1943 .1956 .1944 CLASS STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPR RESTR &LTAR TEXTURE MINERALOGY COLOR DEPTH 0 HORIZ CLASS r1-I o" SCL;GR SS;SP;FR - 36" - - Provisionally 3% Suitable I0-36 C;SBK SS;SP;Fl SB 0.3 0-12" SCL;GR SS;SP;FR - 8% Provisionally 12-36" C;SBK SS;SP;FI Suitable S13 0.3 • 0-9" SCL;GR SS;SP;FR • Provisionally q% Suitable SB 9-33" C;SBK SS;SP;Fl 3 33"+ CL;MA SS;SP;FR 0.3 SB 0-16" SCL;OR SS;SP;FR !" - - Provisionally y 4 16-34" Suitable C;SBK SS;SP;Fl 34"+ 0.3 CL;MA SS;SP;FR 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) Pressure Pressure OTHER(S)PRESENT: Trevor Hackney Manifold 25% Manifold 50% Reduction Reduction Site LTAR 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 OR(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) FI(Firm) S(Sticky) C(Clay) VFI(Very Firm v.Very Sticky) VS(Very Sticky) 0(Organic) None None EFI(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/ft 2 Show profile locations and other site featuressdimensions,reference or benchmark,and North. • • Updated February 2014 4 A • Attachment 3: Additional Documentation J OMTawON `AINf1OO VaMVIVO ru ', r (FOOL#aS) as Taw SAVaaf1W �, .: NOS IDaf1S NA O d IDaVO aa 1 NVId 31IS 11V113AO 0 EVY F 3�3 ' aR 1 1 lu h • Et Mil g Y€6Fy-p� @@' 1p �g€gg� "a11111111111111111 a °a2=fed."1 jyi iY i 4 ne SS! Sqru! y^ ppYi (T, Iieg4d¢$ I/$ yO # 16 lgil f G 11a Y& ®gg - Mil -'f'r}E9 - , " ag 4 S a alil y 11..• bra dF i 6 II .€ fi g II, .1 2 1$ 11 { P. h 11 ! g I , I F I ° 9 If €fe Lb LU! i r h api; Il Q iii li t G1 t£ tl £ f! �ik6 A .--'-J- .G 1�` ( �/r ! a 3a 1 h i Ilk 3 $i. @ I i9 p�=s� : Rf' „pg t I I4T `1. 1 N. . , i II SI !'-^ g, bigo _XI a / �_,1! ' fr Yll pj0N7:fir,YY.ynn, 'WNW, ' 9 i _` ,a-- ➢# .; ._ �—___ a/sue\—„,„ ! I e t - jiy 99 d 4,4141 !Ill , `�;. .`. �. Ylce -i _`I1 iI � Ili �Y l+r T. 1• --4 �, �. ��- ,. at �'a�—RJ di_ l:,` \, ® jl ®qIia ,It r t+ R s € I � ii, tak .� � ___-"-_�� �.'+�.�� 1� 11 �a�f' �+i: II I•I 14� , ++� ii'� -�I flb.�`.p��.'w \1 1 0$ ----Iy.��--,,,- •desy... ,..„,,,royl�- RIr' r,r ��..1, , it Ilr " 1/e1 , -, - S ,/I ]I,.-_ ...v L_ r Ili ii 114. 7e ,/P( ``,,4y-:4'',1 /`-`"Il -� ;dap R81#V I !t, S-----°1—:::=.'i `. ii fI. p®"Y.:`.: V�f .1 ..,( I n, l., '' ®Ay 'fir d' 1�P \•® II j. - Irf ' ,-,:. 4 ;. i f , -T';, -, rB x °' 1,,, ss•, _ + ,p )� rrr�. 1 „Y ill �fj Aa-- '1' !..,,,1 ,,,,,-.► i �/ /i `® Y.7 a'�' %-2 s .��_.il,' ,T,' i g �r '' ,I I,4 1 d- ,',®' �/+I.,.,; ; -- ' _ ? ." a «d'ti�, rFae ��rlr�y r7 �r ° ig, 1�1, s/"1, � •'F - ®�S* �.(.A \ ®wl0'`,�70_:�"'+Zs>r/ k' `\® �41 /}{i �,:'^-_i,,�'�y'"B/ ,'Jr y� gp# 0 II -® '4 `:.1 ! ) i an , ; 7,A,z. ,,LL®4, k°, s - 9 f ,f-/. 1 kp�qyy, v rif '• I aif 1,�,l e 0 2 -` g*�4 7 IJ !,,/ `\�W, f% . ` + !,i``l !/ 'AV J. �� ! ",at `p,i® III ®�,,; ff•l / `�` et _ _-'--aJ A it \. ,'.- > i i_.( `�.r�../(Dil Cjl.Jdlr, I�I,j'` `..I _ ',41i Diii $rh 1 �t per._. _, < �:�� �_ If/ N/yt � ggp r i' ‘. '/ r;\ bbss.,,,` d�tr •ram _ \ ��v. .. / �._i ' ,..-.::--Atri,,,o$,iief' . filo `, 11 % BY \S(' ,• l` 11 `p% a, 888$ 10 a," go s iraf r _ -_ I`Y, ' 1� U , il .. a G p COI Itild- I t , / i .„, (.• g _ w > it !:- au„otr„1 Iib i i " " 5 a } a _ t I I e £ .xuiu.xu,..3xa as e.,.•.ra..uwua.w,nw unvm xux..�s.ua xcirc„to.e rvor,rn s,.ren..,Mgl,nao.m..nn a.n.a.NY,N uv baMt.ol.rvl..aa n 9Yla\W,te..I,a 4.1.OW lriinxt tins to nolabaa IYal\t:..lsan ssM,w,,'.o t.ni.o„. J