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HomeMy WebLinkAboutLSSP-10-2021-159035.TIF Century Complete 9325 Center Lake Dr.,Suite 160 Charlotte,NC 28216 Subject: Septic System Installation Mill Stone-Lots 22,130,and 131 Conover,NC 28613 The septic systems installed on the above-referenced properties were specified by Larry Thompson,1SS, and installed by Sid Gaskins,Water Management of North Carolina,LLC. Century complete does hereby accept the septic systems installed by Sid Gaskins for Lots 22, 130,and 131 -Millstone. 2a Century4ompiete(signature} Date NORTH CAROLINA NOTARY ACKNOWLEDGMFNT THE STATE OF NORTH CAROLINA COUNTY OF V►-14 1, C-t u.3n16. n ` 1 ,Notary Public,do hereby certify that \(s rid b7eiS (name of Individual(s)whose acknowledgment is being taken)personally appeared before me this day and acknowledged the due execution of the foregoing instrument. Witness my hand and official seal this C day ofD4 /10_&Q, -2---L f Notary Public Signature Print G k Pi i 7414) My commission expires: O4usrc ( 2 3 ( 26 2 1 (Official Seal) GLENN R BIRO NOTARY PUBLIC Union County North Carolina My_Con_ salon Expires August 23,2027 December 3, 2022 RE: Septic System Installation Mill Stone—Lots 22, 130, and 131 Conover, NC 28613 The purpose of this letter is to confirm that the septic system installations for Mill Stone—Lots 22, 130, and 131 were installed in general accordance with the proposal submitted to your office by Larry Thompson, LSS. Sincerely, 57 L. gay ,�. Sidney L. askins,Jr.(Dec 4,2022 17:16 EST) Sid Gaskins Water Management of North Carolina, LLC ACo Di CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 8/14/2022 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 RIC,a Bankers Insurance Company PHONE Betsy Darst FAX 128 NC-65 1A/C.No.Exit: 336-280-0316 (A/C,No):800 899-0146 Reidsville NC 27320 E-MAIL bdarst@bankersinsurance.net INSURER(S)AFFORDING COVERAGE NAIC License#:6367078 INSURER A: Frankenmuth Mutual Insurance Company 13986 INSURED WATEMAN-01 Water Management of North Carolina, LLC INSURER B 4744 Celia Creek Rd INSURER C: Lenoir NC 2B645-6706 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:880362191 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 SUER POLICY EFF POLICY EXP LTR INSD WVD POLICY NUMBER JMM/DD/YYYY) IMMIDD/YYYY) LIMBS A X COMMERCIAL GENERAL LIABILITY 6657470 2/26/2022 2/26/2023 EACH OCCURRENCE $1,000,000 CLAIMS-MADE TX I OCCUR DAMAGE S(RENTED PREMISES(Ea occurrence) $1,000,000 MED EXP(Any one person) $10,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 PRO X POLICY JECT I 1 LOC PRODUCTS-COMP/OP AGO $2,000,000 OTHER: A AUTOMOBILE LIABILITY 6657469 2/26/2022 2/26/2023 COMBINED SINGLE LIMIT $1,000,000 f Ea accident X ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS X HIRED X NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY (Per accident) A UMBRELLA LIAB OCCUR 6657470 2/26/2022 2/26/2023 EACH OCCURRENCE $5,000,000 X EXCESS LIAB CLAIMS-MADE AGGREGATE $5,000,000 _ DED X RETENTIONS 1/1JI(i(1 $ A WORKERS COMPENSATION 6657468 2/26/2022 2/26/2023 X PER OTH- AND EMPLOYERS'LIABILITY Y I N STATUTE ER ANYPROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBEREXCLUDED? 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 A Leased/Rented Equipment 6657470 2/26/2022 2/26/2023 Max Per Item(ACV) $100,000 Deductible $500 DESCRIPTION OF OPERATIONS I LOCATIONS'VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) The Workers Compensation policy contains an Owner/Member exclusion for Sidney Gaskins. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Thompson Environmental Consulting ACCORDANCE WITH THE POLICY PROVISIONS. P.O.Box 541 Midland NC 28107 AUTHORIZED REPRESENTATIVE USA 1) � ^ ti dt— ©199888/-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD THOMPSON ENVIRONMENTAL CONSULTING , INC . IY'ATER • W'ASTEW ATER • WETLANDS December 3, 2022 RE: Septic System Installation Mill Stone— Lots 22, 130, and 131 Conover, NC 28613 The purpose of this letter is to confirm that the septic system installations for Mill Stone —Lots 22, 130, and 131, Conover, NC 28613 were installed in general accordance with the proposals submitted to your office. This systems have been inspected for the LSS COVID-19 permit closeout process. Sincerely, • 40.6eap......„.. arry B.Thompson,Jr. PO BOX 541 • MIDLAND, NC • 28107 PHONE: 704.31i1-48H1 • EMAIL: LARRY@TI-IOMPSONENV.COM WEB: WWW.TIIOMPSONENV.COM Residential Subsurface Wastewater Treatment and Disposal System COVID-19 Proposal for Lot 130 —Millstone 4820 Stone Drive Conover, NC 28613 Tax Parcel # 374418228052 September 29, 2021 Prepared for: ono SOIL so,_ Glenn Bird Century Complete tr°ALPO"9325 Center Lake Dr., Suite 160 Charlotte, NC 28216 + 1287 1-833-791-0192 Prepared by: Larry Thompson, REHS, LSS ••.••'���, .• 0l e p Consulting, :• "�GISTE Fp •. Thompson Environmental Inc. $*0 f PO Box 541 • • r. SEAL ' Midland, NC 28107-0541 r •; o 1208 Phone: 704-301-4881 = : larry@thompsonenv.com s'S�i„•. .ac tea. //Iy/IIIIIi111t%' Lot 130-Millstone Details Century Complete has contracted with Thompson Environmental Consulting, Inc. (TEC) to prepare a septic proposal for a 3-bedroom single family residence to be located on Lot 130 -Millstone,4820 Stone Drive, Conover,North Carolina. Based upon an investigation performed by TEC,it was determined that a sufficient amount of"Suitable"Group IV soils are available for the installation of a Gravity Flow Accepted System for a 3-bedroom residence (the proposed repair system will be a Gravity Flow Accepted System as well). The property will be served by a municipal water supply. The enclosed Licensed Soil Scientist Evaluation is being submitted pursuant to and meets the requirements of SL 2020-97 Section 3.19. Century Complete would like to request that Catawba County Environmental Health(CCEH) issue the appropriate permits for a subsurface wastewater treatment and disposal system based upon the enclosed LSS COVID-19 permit option. Location From Newton, take NC-16 North, turn left onto County Home Road, right onto Lee Cline Road, left onto Houston Mill Road, and left onto Stone Drive. Property is located on the left in the cul-de-sac. References Laws and Rules for Sewage Treatment and Disposal Systems, 15A NCAC 18A, Section .1900, Department of Environment and Natural Resources, Division of Environmental Health, On-Site Wastewater Section, April 1, 2017. Accepted Wastewater System No. AWWS-2005-02-R6; North Carolina Department of Environment and Natural Resources, Division of Environmental Health, On-Site Wastewater Section, August 21, 2015. Primary Investigator's Credentials NC Registered Sanitarian No. 1208 NC Licensed Soil Scientist No. 1287 SC Certified Professional Soil Classifier No. 111 NC Subsurface Septic System Operator No. 22199 NC Grade IV Wastewater System Installer No. 1762 NC Certified Wastewater System Inspector No. 17621 2 • Lot 130-Millstone Plans and Specifications A. Septic Tank 1. The septic tank shall be State approved (Section .1953 of 15A NCAC 18A), watertight, structurally sound, and 1,000 gallons in capacity. 2. The septic tank shall be fitted with an approved effluent filter. 3. It is the responsibility of the septic contractor to thoroughly inspect the septic tank prior to accepting delivery to assure that the tanks have had time to properly cure and are free of cracks or other structural deficiencies. B. Pipes and Fittings 1. All discharge piping,connectors and supply lines should be made of SCH 40 PVC. 2. All joints must be properly"welded"utilizing the appropriate PVC cement for each application. 3. The supply line will be approximately 37 feet long from the second septic tank to the distribution box. C. Distribution Method 1. The drainlines will be fed a distribution box. Distribution box shall be water tested at the time of the final inspection. D. Drainfield Installation 1. The drainfield has been previously laid out on-site utilizing metal stemmed flags. The property owner/builder should mark this area and isolate it as much as possible from construction traffic. 2. Under no circumstances shall any construction take place within the drainfield area while the soil is in a wet condition. 3. The specified system is an accepted wastewater system, specifically the Infiltrator Quick 4 chamber system or any other system with a state-approved 25% reduction in required drainline length. 4. The drainfield consists of four(4) lateral trenches to be constructed 3-foot wide by 75 feet long. Total drainline length is 300 feet. 5. The maximum trench depth for this system shall be 17 inches. 6. The laterals are to be installed on contour with the land, keeping the individual trench bottoms level from beginning to end. 7. The trenches should be left open for the final inspection by the system designer. E. Final Landscaping 1. Final cover over the drainfield shall be at least 6 inches deep. Additional soil cover may be required to achieve the 6 inch requirement. 2. The drainfield shall be shaped to shed rainwater and be free from low spots. 3 Lot 130-Millstone 3. The drainfield area should be planted with grass as soon as possible to prevent erosion. The soil should be properly tilled, limed(if necessary)and fertilized prior to planting. After applying grass seed, the area should be heavily mulched with straw or other suitable material. F. Utility Conflicts 1. The builder and property owner must take special care in planning for water,power, gas, telephone, and cable lines. These utilities shall be kept clear of all parts of the septic system and its proposed repair area. Improper planning for underground utilities can negatively impact the installation and, in some cases, cause irreparable damage and permit revocation. If there are any questions regarding preferred routes, contact the system designer as soon as possible. 2. Lawn irrigation should not be placed over the drainfield area. Maintenance G. In General 1. The homeowner must maintain the drainfield area through periodic mowing. The drainfield must not be allowed to become overgrown. 2. The septic tank should be pumped every 4 years or when the solids within the septic tank reach an elevation that is equivalent to 25 percent of the volume of the tank. In some situations, the tanks may need to be pumped more frequently. If using a garbage disposal, it is recommended that the homeowner has the septic and pump tanks cleaned out annually. 3. When it becomes necessary to clean the effluent filter,the filter should be removed, and the accumulated debris washed back into the septic tank—not onto the lawn. 4. Any damp areas, leakages, or malfunctions in the drainfield area should be addressed immediately. 5. Divert gutter downspouts and surface water runoff away from the septic and pump tanks. Design Specifics Daily Design Flow: 360 GPD—3 bedroom house Septic Tank Size: 1,000 Gallons (minimum) Effluent Loading Rate: 0.3 GPD per sq. ft. Drainfield Type: Accepted 25% Reduction Distribution Method: Distribution Box 4 Lot 130-Millstone Number of Drainlines: (4) 3' Wide x 75' Long Total Trench Length: 300 Linear Feet Maximum Trench Depth: 17 Inches Final Cover Requirement: 6 Inches Repair Option Effluent Loading Rate: 0.3 GPD per sq. ft. Drainfield Type: Accepted Required Linear Footage: 300 Linear Feet Available Linear Footage: 300 Linear Feet Maximum Trench Depth: 17 Inches Installation Depth: 6 Inches 5 . 1 — ur , LINE BEARING LENGTH DENT F.ALLISON.E1 AL LEGEND De2101 PG 1442 CURVE BEARING Ll S22'11'521 13.87 PPI1137441832110 . Cl 589°10'17'W GIS Parcel Lines ..N82°38'30"E 16.93' C2 S79°09'561 GIS 2-ft Contour Lines L N455°03'06"W r 39, :' 3' S26°, Septic Tank 114 REF ej.. . 026066' Supply Line Septic Drainlines 004 ROF .96,z•�,P` w 11.27• - - - Septic Repair Lines LEGEND • Soil Boring Locations •=SPOT ELEVATION 98, o'COMPUTED POINT DB=DEED BOOK FY=FRONT YARD SETBACK PB=PLAT BOOK I Sea PG=PAGE RBF:REBAR FOUND . • 986 RY a REAR YARD SETBACK �130 2 ° RW=RIGI1Cf WAY ►. SF t S 16 FEET +r/` • SRF=SMOOTH ROO FOUND `+,`7 '` .��' 988 SY=SIDE YARD SETBACK ~ ... + .9p I < TF=TRANSFORMER + -+ 99) , ' '130-3 TP-TELEPHONE PEDESTAL ^ 1 �J F+'9g a*�+r+ o u+ WM=WATER METER N �•Z_ + ++.I 0n.. k` +��.y 9t�Ph 56 PG 136+. ;n LOT 131 129 w 14 130�1 2 '+ e P8 56 PG 136 130-1 • '' : Plr'"974418216931 Y ��' l004 1!r I oaZ '. i1.3 1 1 LOT 129 1� 10p8 PB56PG136 1012 7Si PIN 037441 22708 130-4 ' 1026 W foie 11 HATCH LEGEND $ 1p20 1 n Ai 20,,, , 19A' . . r , {.� 1024 I BERKSHIRE1:4 t6. NCREtE A-RH 1026 0 104 1 8-3, P4 NO LINETYPE LEGEND 21.E 103o I -n . . . %r =UNESSURVEYQ] aIi f,.,. — — — — .UNES NOT SURVEYED -• =ROAD RIGHT OF WAY 4 1 '' f — -SMACK ONES 1p ' �, UWMM `y O 1.,.�, '!`,B __ L3 _ rReF —f� SCALE I"= 40' ,0 10 v 3y 0 20 40 80 STONE DRIVE 47.5 PUBLIC RW PLOT PLAN GENERAL NOTES: PB 56 PG 136 c_ 10� 4820 STONE ORIV T. AREA DETERMINED BY COORDIFWE METHOD.ALL DISTANCES ARE GROUND DISTANCES. LOT 130.MILLSTONE SOD -PHASE FIVE 27 SlIA IECT PROPFRTY r1FSCRIPTIfIN RFf'C]RT7Fr•1 IN DFF13 Rt1Q 91n1 PACF WOK PLAT OK 56.P E 136 25 — �LT�S SURVEY WAS COMB LED WITHOUT THE BENEFIT OF A TILE REPO AND MAY BE SUBJECT TO 2a6Ir s FEET REEORDED OR UNRFC'n Fri FACFAAensTc virtu"'ne wa a �..b. ..,dive ecT . .rb,'An -e.......,.._,. .-._.� CONOVER. 29613 Date: Proposed Septic Layout July 2021 Figure Thompson Prepared For: Lot 130 - Millstone Environments P Scale: nsulting 4820 Stone Drive 0 20 4011 Century Complete Conover, NC 28613 TEC Job#: Catawba County 21-186 I