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HomeMy WebLinkAboutLSSP-10-2021-159414.TIF State of NC LSS Permit Option COVID-19 LHD Reference: I���T e—id _ZOLI ' 7-r 6 PART 3: Authorization to Operate(ATO) La f 170 //b( LI ( Gr i i`flh, I( f I. Except for date received,the Section below is to be completed by the Owner.�/ LHD USE ONLY: Initial submittal of request for ATO received: ti—L( i L- _ by /4 1 Dote Initials Date of Post-construction Conference: 1V/{ The following items are included in this submittal for an Authorization to Operate under an LSS COVID-19 permit: 1. Signed and sealed copy of the LSS's report that includes: a. Signed and sealed evaluation of soil conditions and site features ®Yes ❑ No b. Drawings,specifications,plans X❑Yes ❑ No c. Reports on special inspections and final inspection ❑Yes X❑No d. Management Program manual ❑X Yes ❑ No e. On-site Wastewater Contractor's signed statement ®Yes ❑ No 2. Fee (as applicable) ®Yes ❑ No 3. Notarized letter documenting Owner's acceptance of the system from the LSS X❑Yes ❑ No 4. On-site Wastewater Contractor name: Sid Gaskins License number: 1077 Mailing address: 4744 Celia Creek Road City: Lenoir State: NC Zip: 28645 Telephone number: 828-244-9765 E-mail Address: sid@watermanagementnc.net S. 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. X❑Yes ❑ No Attestation by the Owner for Authorization to Operate Century Complete hereby attest that all items indicated above have been provided to the Print name of Owner Catawba County LHD and the system shall meet applicable federal,State,and local laws, regulations ules and ordinances. /7.0. Se -I A 2022 Glenn Bird(Sep 14,2022 08:56 EDT) p 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 by the Owner in the Section above,the following items are missing from the information required for an Authorization to Operate for an LSS COVID-19 permit: Copies of this signed form were sent to the LSS and the Owner on via Dote 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 by the Owner 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 )111 23 via F.p>14) r Date Email,FAX,LISPS,Hand delivered Print name of authorized Agent of the LHD Signature of authorized Agent of the LHD Date 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. DHHS/EHS/OSWPB—LSS COVID-19 COMMON FORM Effective September 8,2020 Page 6 of 6 LSS COVID-19 Permit Option Tracking information The LHD completes this form for each NOI/ATO submitted to their offices. The LHD updates this information and re- sends it throughout the process as appropriate. The Department will use this data to answer any questions on the implementation of the LSS COVID-19 permitting process. Tracking information for LSS COVID-19 permits (Required) County C WI-AVi ba LHD Reference Number t,SS e-10- 2b1(- 59L1 I 4 Permitting backlog as of date of NOI submittal(#days) 3b days Number of days to process the NOI(#days) di days Number of days to process re-submitted NOI (#days or ,0.15 Facility type 3 e ed(OoiM reS 1 Gtnc , Domestic,High Strength or IPWW ppMtsl jL Design Daily Flow 36D Residential or Commercial lltesidkn-pia System type(per Rule.1961) Ilia Date of Post-construction conference NA Date Authorization to Operate issued 9- 21-22 Fee charged for LSS COVID-19 jes qi,.00 Is fee sufficient to cover LHD costs? ieS Date LHD notified of L55 COVID-19 malfunction Date LHD notified of Owner complaint DHHS/EHS/OSWP-COVID-19 Appendix A Updated February 2022 Page 4 of 4 September 14, 2022 RE: Septic System Installation Lots 10, 90,and 129—Millstone Subdivision The purpose of this letter is to confirm that the septic system installations for Millstone Subdivision— Lots 10, 90, and 129, Conover, North Carolina was installed in general accordance with the proposal submitted to your office by Larry Thompson, LSS. Sincerely,Sarev . r�jlylc )) Sidney L. ns,Jr. (Sep 15,2022 05:18 EDT) Sid Gaskins Water Management of North Carolina, LLC 4744 Celia Creek Road Lenoir, NC 28645-6706 ® DATE(MMIDDIYYYY) ACCPREI CERTIFICATE OF LIABILITY INSURANCE 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(les) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME_ Betsy Darst. RIC, a Bankers Insurance Company PHONE IFAX 128 NC-65 (AMC,No,Ext), 336-280-0316 E-MAIL (A/C,No):800-899-0146 Reidsville NC 27320 ADDRESS: bdarst@bankersinsurance.net . INSURER(S)AFFORDING COVERAGE NAIC# License#:6387o7e INSURER A: Frankenmuth Mutual Insurance Company 13986 WATEMAN-01 - - - - INSURED INSURER B: Water Management of North Carolina, LLC - 4744 Celia Creek Rd ,INSURER C: _ Lenoir NC 28645-6706 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 SUBR POLICY EFF POLICY EXP LIMITS LTR INSD.WVD POLICY NUMBER (MMIDD/YYYY) (MM!DD/YYYY) A X I COMMERCIAL GENERAL LIABILITY 6657470 2/26/2022 2/26/2023 EACH OCCURRENCE $1,000,000DAMAGE TO RENTED CLAIMS-MADE f X '�,OCCUR 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 X POLICY PRO I I JECT LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: $ A AUTOMOBILE LIABILITY 16657469 2/26/2022 2/26/2023 COMBINED SINGLE LIMIT $1,000,000 I (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 acciden0,._.____- $ A UMBRELLA LIAB — OCCUR 6657470 2/26/2022 I 2/26/2023 EACH OCCURRENCE $5,000,000 X EXCESS LIAB CLAIMS-MADE AGGREGATE $5,000,000 DED X RETENTIONS 1n nnn $ A WORKERS COMPENSATION 6657468 2/26/2022 2/26/2023 X PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANYPROPRIETOR/PARTNER/EXECUTIVE El E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? NIA I (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 I11V Az- ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Glen Bird Century Complete 9325 Center Lake Dr.,Suite 160 Charlotte, NC 28216 Subject: Septic System Installation Acceptance Millstone—Lots 10,90, and 129 Conover, NC 28613 The septic system installed on my referenced property was specified by Larry Thompson, LSS, and installed by Sid Gaskins(Water Management of North Carolina, LLC). I, Glenn Bird,do hereby accept the septic system installed on my property. .------1,-E— ire_ "—P_______ 1(if 122_ Glenn Bird (signature) Date NORTH('.1ROLLV•1 .v07:•IRIA('K\OJV.EDGa1ENT 711E STATE OF NORTH(:•1 ROLL\.l ('O('.\'TY(il'. 7icck.( 1. ab Ara+Y o_—_ . Notary Public. do hereby certify that G1Crt rl )3 i c C ( ame of individual(s) whose acknowledgment is being taken) personally appeared before me this day and acknowledged the due execution of the foregoing instrument. li'ilnesss my hand and official seal this Zit) day of_S. , 20 zr.. n ...8.4„--- art A ignaturc PriuJacob A Sn,wk. 11r commission expires: O3)3a/Zo(, - Jacob A. Simko NOTARY PUBLIC Caorir (Official Seal) 1.40 weeM..«r.:-.. 7a Residential Subsurface Wastewater Treatment and Disposal System COVID-19 Proposal for Lot 90 — Millstone 1441 Gristmill Drive Conover, NC 28613 PIN # 3744-1432-0567 September 29, 2021 Prepared for: Glenn Bird Century Complete 9325 Center Lake Dr., Suite 160 Charlotte, NC 28216 1-833-791-0192 Prepared by: Michael G. Wood, LSS �°SOIL Se•Ftir Thompson Environmental Consulting, Inc. . d # o s� PO Box 541 )142/4k.2‘ i M' a Midland NC 28107-0541l Phone: 704-301-4881 12i9 " 'r'larry@thompsonenv.com Lot 90—Millstone Century Complete has contracted with Thompson Environmental Consulting (TEC) to prepare a septic proposal for a new 3-bedroom single family residence to be located on Lot 90, Millstone, 1441 Gristmill Drive, Conover, North Carolina (Catawba County PIN: 3744- 1432-0567). Based upon a soils investigation performed by TEC, it has been determined that a sufficient amount of"Suitable" Group IV soils is available for the installation of Pressure Manifold to Gravity Horizontal Prefabricated Permeable Block Panel System with a 50% reduction for the initial system at a 0.35 GPD/ft. sq. long term acceptance rate(LTAR). The repair will be a TS-1 Pre-Treated Drip Dispersal System with an LTAR of 0.15.The property is 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 requests that Catawba County Environmental Health (CCEH) issue the appropriate permits for a subsurface wastewater treatment and disposal system based upon the following proposal and the enclosed LSS COVID-19 permit option. Location From Conover, take 1 s` Avenue north. Take a left onto County Home Road for 2.2 miles, then a right onto Lee Cline Road for 2.5 miles. Left onto Houston Mill Road for 0.4 miles, left onto Sone Drive,third left onto Gristmill Drive. Lot is on left in approximately 0.10 mile. 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, December 6, 2018. Design, Installation and Maintenance of the T& J Panel Wastewater Treatment System; 2021,published by T&J Panel. Primary Investigator's Credentials NC Licensed Soil Scientist No. 1219 SC Professional Soil Classifier No. 114 2 Lot 90—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 will be fitted with an approved effluent filter and riser for easy access and periodic maintenance. 3. It is the responsibility of the septic contractor to thoroughly inspect the septic tank prior to accepting delivery to assure that the tank has had time to properly cure and is free of cracks or other structural deficiencies. B. Pump Tank 1. The pump tank shall be State approved, of one-piece construction, watertight, structurally sound and 1,000 gallons capacity. Again, it is the responsibility of the septic tank contractor to thoroughly inspect each pump tank prior to accepting delivery. 2. All pipe penetrations into the tank shall be booted (i.e., C-293 boot with a stainless- steel strap). 3. The pump tank shall have access risers that extend, at a minimum, 6 inches above finished grade and must have less than 36 inches of fill over its top once finished grade has been established(a reinforced concrete tank will be required if finished soil cover is 36 inches or greater in depth). 4. Floats, pump and control circuits, and the control panel shall meet the requirements of Rule .1952(c). Panel and control equipment shall include lightning protection, be protected from unauthorized access, and always remain accessible to the system operator. 5. The pump and alarm controls shall be provided with manual circuit disconnects within a watertight, corrosion resistant, NEMA 4x rated control panel. The control panel must be securely mounted outside, adjacent to the pump tank riser and at a minimum of 12 inches above finished grade. Pump and float control wiring should be long enough to reach from the tank to the control panel without splicing, routed through wire conduit, and sealed at the openings within the pump tank as well as the control panel enclosure. It is paramount that the conduit is properly sealed to prevent the escape of flammable gases from the pump tank. Furthermore, there must be two electrical circuits for the pump tank controls: one for the pump and one for the alarm controls. 6. Float switch tie downs must be made of a corrosion resistant material(per OWPS,all metal in the tanks shall be stainless steel). Floats should be mounted on a separate "float tree" rather than the pump supply line(see pump tank detail). 7. The pump removal system will be via a pump tether made of nylon rope or its equivalent. The tether material should be resistant to mildew and rot. 3 Lot 90—Millstone C. Pipes and Fittings l. 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 from septic tank to the pressure manifold shall be 2-inch Schedule 40 PVC (approximate length of supply line is 35 feet). 4. There shall be a threaded PVC union above each pump to facilitate easy removal of the pumps for maintenance or replacement. D. Distribution Method—Pressure Manifold 1. A pressure manifold shall be used to distribute wastewater to five drainlines. 2. The pressure manifold shall be contained within an adequately sized box/vault that will allow future repair lines to be installed and is designed to allow for drainage of effluent that may accumulate in it during flushing and head pressure adjustments.The box should be placed upon a gravel base. 3. A gate valve shall be provided at the pressure manifold box to allow for final pressure adjustment(2 foot of head pressure as per design). 4. The pressure manifold shall be constructed of 4" SCH 80 PVC. 5. There shall be 5 taps 1/2-inch SCH 80 -direct thread or saddle). 6. The connecting pipe between the pressure manifold taps and the drainfield shall be constructed of PVC. E. Drainfield Installation 1. The drainfield and the proposed septic tank location have been marked on-site utilizing metal stemmed flags. Once this area has been approved by the county, the property owner/builder should mark this area and isolate it as much as possible from construction traffic. Prior to the system installation,the septic contractor shall contact the county for a preconstruction conference at which time the drainfield area will be re-verified. 2. Under no circumstances shall any construction take place within the drainfield area while the soil is in a wet condition. If the installer has doubts as to whether or not the drain field area is dry enough to begin construction, the environmental health specialist for this area should be contacted for permission to proceed with the installation. 3. The specified system is a Type III-B/E/G pump to pressure manifold then gravity flow to prefabricated permeable block panel system — specifically the 16 inch high panel system manufactured by T&J Panel Wastewater Treatment System, Patent No. 4013559; telephone: 1-800-222-2577. The installer must follow the manufacturer's guidelines for installing the T&.1 Panel System and should request an installation manual from the manufacturer prior to beginning construction. 4. The initial drain field consists of one (1) lateral trenches 3 feet wide by 48 feet in length and four(4) lateral trenches 3 feet wide by 38 feet in length. 5. It is essential that the lateral trenches be constructed on contour with the land, with each trench being excavated level from beginning to end. The use of a tripod mounted 4 Lot 90—Millstone engineer's level is essential to assure that each trench is constructed as level as possible. 6. The maximum trench depth for this system shall be 18 inches. Each trench shall be placed on a minimum of 8 foot on centers. 7. Once trenches are dug, the side walls shall be raked and a light dusting of lime applied. 8. Backfill the trench with 6 inches of sand and level to grade. Once leveled, place 1 x 4-or 6-inch boards on top of the sand the entire length of each trench. Once the grade boards have been set, the panels may be set into the trench. The panels should be placed 6 inches apart. 9. Once the panels have been set, line the top chamber of each panel with 10— 12 pounds of clean particle sand (medium sand blasting sand). Coverage depth should be approximately 1 inch thick. Please note that this sand is not the same material specified for backfill. 10. Tar seal rope, or approved foam, should be placed in the "U"outs of each end of the panel to form seals. Once the tar rope is in place, the 2-inch Schedule 40 PVC laterals can be added and the seal completed by the addition of more tar rope on the top and sides of the pipe. Now that the connection and seals are complete, a block cap is placed on each end of the panel so that all openings are covered. 11. Once the lateral has been installed and the panels closed, the trench is ready to be backfilled to the top with the sand used in the trench bottom. F. 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. The entire area of the drainfield 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. G. Utility/Drive Conflicts 1. The builder and property owner must take special care in planning for utilities(water, power, gas, telephone, cable lines, etc.). All utilities shall be kept clear 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 County as soon as possible. 2. Water lines must be kept at least ten(10) feet from any portion of the septic system. 3. Irrigation systems should not be placed in the drain field area. 5 Lot 90—Millstone Maintenance H. In General The designed system does not require ongoing maintenance via a person certified (Certified Subsurface System Operator)by the North Carolina Department of Environment and Natural Resources to operate subsurface wastewater systems (Section .1961 Maintenance of Sewage Systems). However, the following maintenance should be considered by the owner. I. 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% of the volume of the tank. In some situations, the tanks may need to be pumped more frequently. If you are using a garbage disposal, it is recommended that the septic and pump tanks be cleaned out annually. 3. When it becomes necessary to clean the effluent filters,the filters should be removed, and the accumulated debris washed back into the septic or pump tank—not onto the lawn. 4. Any damp areas, leakages or malfunctions in the drainfield should be addressed immediately. 5. Divert gutter downspouts and surface water runoff away from the drainfield and septic and pump tanks. 6 Lot 90—Millstone Initial System Design Specifics Daily Design Flow: 360 GPD—3-bedroom house Effluent Loading Rate: 0.350 GPD per sq. ft. Drainfield Type: Horizontal PPBPS(50%Reduction) Maximum Trench Depth: 16 Inches Supply Size: 2 Inch Supply Line Length: Approximately 30 feet Number of Drainlines: 5 **Drain Lines: 3' Wide x 35' Long **Drainline Spacing: 9 Foot on Centers Total Trench Length: 175 Linear Feet Total Number of Panels: 32 Distribution Method: Pressure Manifold Number of Taps: Five 1/4-inch SCH 80 Pump Requirements: 27.40 GPM at 9.85 ft head Recommended Pump: Goulds Pump WEO3L or equivalent Dose Volume: 161.5 gallons Pump Run Time: 5.90 minutes Pump Tank Drawdown: 9.85 inches (Assumes 20 gallin in Septic Tank) ** See drainfield layout for site locations and more details. 7 Lot 90—Millstone Repair System Design Specifics Effluent Loading Rate: 0.15 GPD per sq. ft. Drainfield Type: TS-1 Pre-Treated Drip Dispersal Total Square Footage Required: 2,400 Square Feet Total Drainline Length Required: 1,200 Linear Feet Maximum trench depth: 9 inches Final Cover Requirement: 6 Inches 8 I,DANIEL D.EVANS(NCPLS L.5184),HEREBY CERTIFY THAT THIS MAP ' WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION;THAT THE RATIO OF PRECISION DOES ,`�iN+ililiirrr11 jr7R', WA Jo W NOT EXCEED AN ERROR OF CLOSURE OF ONE FOOT PER 10,000 FEET .t.tv -Ro - O� oft OF PERIMETER OF THE PARCEL Of LAND(1:10,000);THAT THE ,`4�•••;l ,,,,, ,�f���� BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN LINES PLOTTED : Q.••O + 8 FROM INFORMATION FOUND IN(REFERENCES AS SHOWN(,AND THAT i,-4 d - V cR THIS MAP MEETS THE REQUIREMENTS OF THE STANDARDS OF PRACTICE z SEAL - 4 Olp FOR LAND SURVEYING IN NORTH CAROUNA(21 NCAC 56,1600). L-5184 = SITEoz WITNESS MY ORIGINAL SIGNATURE,UCENSE NUMBER,AND SEAL. - g. - PRELIMINARY MAP "„d•!,� '��a, f) NOT FOR RECORDING, SALES, ,'��'� f I �� A �,'` OR CONVEYANCE 5/26/21 ,���' ,D�+++ NOT TO SCALE PROFESSIONAL LAND SURVEYOR DATE VICINITY MAP N. N. / LINETYPE LEGEND N DENT F.ALLSON.ET AL. / =uNa sL1RVEYED ` D8 2101 PG 1442 FIN M374118321 I08 / —— — — —=LINES NOT SURVEYED =ROAD RIGHT OF WAY N. N.. / -SETBACK UNES N. / LOT 87 / PB 51 PG 62 LOT 93 PIN 0 37411 8229 443 HATCH LEGEND PS 51 PG 62 PIN 11374418321108 / eIALAM,G / Nyb° J i i I,-•''�� —f r a 3 .7;S_18 f ^ u><1cr Ob o. I ,' i) L0192 LOT88 Pa 51 PG 62 rq i� PB 51 PG 62 741I42 PIN 8374418321374 PIN R3J4414229525 z 1 50,SI ear11 Qu ili' h, 4- y`S.> Pressure Manifold SRF kill I LEGEND • I Pump Tank •=SPOT ELEVATION g 29•0' O=COMPUTED POINT CP=CABLE PEDESTAL o BKRHIRE $ DB=DEED BOOK Ib Ft=,FRONT YARD SETBACK T3 q 6' " 1 + PB-PLAT BOOK Drip LOT89 L01?I vai Repair b. =PS PG PG PAGE PB 51 PG 62 o- - 8.3' •r PIN 0374411229655 RY=REAR YARD SETBACK 0 0 `" �' °o RW-RIGHT OF WAY PIN 4374A143`1.25:Stl r. �,T 'i 21.7 Z SF=SQUARE FEET N SRF=SMOOTH ROD FOUND 0e1 Septic Tank TP•TELEPHONE PIDE YARD EDESTAL ' ••• US=UTILITY STUB l.0 WM=WATER METER us ' t' wM SRI,.. S77°16'10"E 99.69' RF I00.0. • GRISTMILL DRIVE 50'PUBUC RW PB51 PG 62 SCALE 1"=40' Three Oaks Engineering Sheet I of I 324 Blackwell Street,Suite 1200 PROPERTY ID#:.1 i"14 3Z_I C1 ''_ Durham,NC 27701 Lot- 4 r COUNTY: '. ,DV?0 A SOIIJSITE EVALUATION for ON-SITE WASTEWATER SYSTEM (Complete all fields in full) OWNER: VATI4tttWe If D&r 1AtLtS6►J APPLICATION DATE ADDRESS: DATE EVALUATED: 1-1 -2I PROPOSED FACILITY: RE5 PROPOSED DESIGN FLOW(.1949): 360 PROPERTY SIZE: O,S2 AC LOCATION OF SITE: I'M 16r.rSr,,1I ic. DA(V= . COAIOVCR ,Nr, 781) (3._.� PROPERTY RECORDED: WATER SUPPLY: ❑Private )(Public ❑Well El Spring ❑Other-_ EVALUATION METHOD: )(Au.jer Boring ❑Pit ❑Cut TYPE OF WASTEWATER Sewage ❑Industrial Process L]Mixed • • • • P R SOIL MORPHOLOGY OTHER O F (.1941) PROFILE FACTORS 1 .1940 L LANDSCAPE HORIZON E POSITION/ DEPTH 1942 PROFILE Iy SLOPE% (IN.) .1941 .1941 SOIL .1943 .1956 .1944 CLASS STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPRO RESTR &LTAR TEXTURE MINERALOGY COLOR DEPTH CLASS IIORIZ LS 0• LIO + c6ViSC/F-E SP, Ss S6 P5 1 /g — ?4o'' 0 , 3 (t) 2 1-5/ 0 - �`/ sbyc% f1 ST, 5P i s� S/ ICI Flo + safe/see%Ft $S, sP, SE I. — �s (1) 0 - 15 5.61' G FT 5,5P se I�" 5 - / 1 - 1 ) writ.isc)fP ss,.sP 5C 3 � �d o. 3 o - IG igv/fci/ 'Ss St, R. / fG - 3c s4t!Iste i/5i• sP.Sk 4 ( 3s'i- rolsr [ S. `� — 5 3S 0 . 3 0 DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM OTHER FACTORS(.1946): SOIL S Available Space(.1945) P5 ft SITE CLASSIFICATION(.1948): Ttz(iU (JL , `; i . ,t, Alm EVALUATED BY: n1.VJCId.J� K�5 ) System Type(s) Q S DP OTHER(S)PRESENT: , Site LTAR 0 , 3 t r al _Alf %to Updated February 2014 PPBPS Design Worksheet PIN: ########### Address: 1441 Gristmill D System Requirements Conover,NC Design Flow 360 GPD Consultant Michael Wood LTAR 0.35 GPD/ft^2 Phone: 919-417-8027 Linear Footage 343 ft.(conventional) Linear Footage 257 ft.(25%accepted) Linear Footage 171 ft.(50%reduction) Initial Design Layout Laterals Length(ft) #Panels Gal/Line Hole Size flow/tap Dose Time Line#1 35 8 40.4 1/2in SCH 80 5.48 7.37 Line#2A 35 8 40.4 1/2in SCH 80 5.48 7.37 Line#2B 35 8 40.4 1/2in SCH 80 5.48 7.37 Line#3A 35 8 40.4 1/2in SCH 80 5.48 7.37 Line#3B 35 8 40.4 1/2in SCH 80 5.48 7.37 Totals 175 32 161.5 - 27.4 5.90 Time Used Absorption Area Length(ft) Width(ft) Area(ft^2) 175 3 525 System Pressure Head 2 ft. _value selected by system designed(must be between 2-5 ft.) Total System Flow Rate 27.4 GPM _Total tap size GPM System Dose Volume 161.5 gal. Total number of panels required multiplied by 5 gal./panel Pump Run Time 5.90 in. System dose volume dvidided by total system flow rate Pump Tank Drawdown 8.08 in. _ _ 1,000 gal.Infiltrator pump tank-volume is approximately 20 gallons per inch Comments 1.Install system using 3 ft.wide trenches 2.Install drainlines on 9 ft.Centers,level,and on contour. 3.System design requires effluent pump for distribution. Initial Supply Line length: 35 ft Diameter 2 in sch 40pvc Friction Loss+Fitting Lost 1.85 ft(supply line length+70'for fittings in pump tank) Design Head: 2 ft Elevation Head: 6.00 ft Total Head: 9.85 ft Pump to Deliver: 27.40 gals/min at 9.85 ft head Thompson Environmental Consulting, Inc "Fax II)Number: 374414320567 PO Box 541 Location: Lot 90 Millstone Midland, NC 28107-0541 Date: July 13,2021 a.a 4 g 1 A � o 0 :' 4 g F. x 4. 1A Ion. • a , r • ~ •• • , • .h J cnr1 ro `e E -4 1:-/-12.1,\. I` v A .0 i TO1 E., Z ; b to •°i ��a a I x � u > axa • u 1 F 1 . •' All P. A. • ' • -4 Cl.) o . 0 , , M a . • w1 w oy •.. . • U a) y u -4 o w a1 .. + . - . Vim _ • o E-' N 1 P. • •�S oo T a E, .a' A a cu y G4 M [GOULDS PUMPS Submersible Effluent Pump MODEL 3885 WE Series en PROSURANCE AVAILABLE FOR RESIDENTIAL APPLICATIONS. APPLICATIONS •Shaft:Corrosion-resistant, Single phase(60 Hz): can be operated continuously stainless steel.Threaded •Capacitor start motors for without damage when fully Specifically designed for the design.Locknut on all models maximum starting torque. submerged. following uses: to guard against component •Built-in overload with •Bearings:Upper and •Homes damage on accidental reverse automatic reset. lower heavy duty ball bearing •Farms rotation. •SJTOW or STOW severe duty construction. •Trailer courts •Fasteners:300 series oil and water resistant power •Schools stainless steel. cords.• rated,oil and water resistant. •Hospitals •Capable of running dry /3 and 1/2 HP models have NEMA three prong Epoxy seal on motor end •Industry without damage to provides secondary moisture Y •'/4 HP and larger units have � •Effluents stems components. grounding plugs. barrier in case of outer jacket •Designed for continuous bare lead cord ends. damage and to prevent oil operation when fully wicking.Standard cord is 20'. SPECIFICATIONS Three phase(60 Hz): Optional lengths are available. submerged. P 9 •Class 10 overloadprotection Pump •0-ring:Assures positive •Solids handling capabilities: MOTORS must be provided In sealing against contaminants 3/4"maximum. separately ordered starter •Discharge size:2"NPT. •Fully submerged in high- unit. and oil leakage. •Capacities:up to 140 GPM. grade turbine oil for lubrication •STOW power cords all have AGENCY LISTINGS •Total heads:upto 128 feet and efficient heat transfer. bare lead cord ends. Tested to UL 778 and TDH. •Class B insulation on ■Designed for Continuous CSA 22.2 108 Standards •Temperature: 1/3-1 1/2 HP models. Operation:Pump ratings are Ass°cia�'�" "tlm Standards 1041F(401C)continuous ■Class F insulation on 2 HP within the motor manufacturers C US Flle#LR38549 1401f(601C)Intermittent. models. recommended working limits, Goulds Pumps is ISO 9001 Registered. •See order numbers on reverse side for specific HP, METERS FEET voltage,phase and RPM's 40— 130 1N 'a SERIES:WE available. 120 -, SIZE:3/:SOLIDS 35 RPM:3500& 110 �� 1750 FEATURES 2ut�\.. -I 5GPM 30— 100 -- i t •Impeller:Cast iron,semi- 90 wrEwrr ��= -, SFr open,non-clog with pump-out w 25 _��� ir E _��_mo vanes for mechanical seal 80 •_ protection.Balanced for 2 20_ . _ , a smooth operation.Silicon ; 60 __� 11`,� bronze impeller available as a 15_ so ��. 1• ` 11_ an option. o -_ 40- ■Casing:Cast iron volute type 10- 30 „. 11►�',�1 16h. for maximum efficiency. �- 11,®a,6 -4114%, 2"NPT discharge. s- 20 �>•��� hi __ •Mechanical Seal:SILICON 10 0 i.__ CARBIDE VS.SILICON ° °0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 GPM CARBIDE sealing faces. I I I I I I I I I I I I I I I Stainless steel metal parts, 0 5 10 15 20 25 30 35 m3/hr BUNA-N elastomers. CAPACITY Goulds4t? Pumps ©2c iv Gouldsly,2 Pumps EffediveJuly,2003 www.goulds.com ITT Industries 133885 m GOULDS PUMPS Submersible Effluent Pump COMPONENTS f -40 7 -cQ Item No. Description - MODEL 3885 1 Impeller II, 2 Casing 3 Mechanical Seal 5 6 WE Series 4 Motor Shaft • 5 Motor (Ty] 6 Ball Bearings a7 Power Cable 8 Casing 0-Ring i al 2 , MODELS PERFORMANCE RATINGS (gallons per minute) Order No. HP Volts Phase Max.Amp. RPM Solids Wt.abs.) Order WEO3L WEO3M WEO5H WE07H WEtOH WEt5H WE05HH WE75HH WE20H WE0311 L 115 10.7 No. WE03181 208 6.8 HP 73. 'h 'h 1/4 1 17. 72 17; 2 WE0312L 230 4.9 RPM 1750 1750 3500 3500 3500 3500 3500 3500 3500 WE0311 M /' 115 10.7 1750 56 5 86 - - - - - - - - WE0318M 208 1 6 8 10 70 63 78 - - - 58 - - WE0312M 230 4.9 15 52 50 70 90 - - 53 - - WE0511H 115 14.5 20 27 35 60 83 98 123 49 90 136 WE0518H 208 8.1 25 - - 48 76 94 117 45 87 133 WE0512H 230 7.3 e 30 - - 35 67 88 110 40 83 130 WE053811 200 4.9 35 - - 20 57 82 103 35 80 126 WE0532H 230 3.3 Z 40 - - - 45 74 95 30 77 121 WE053411 460 3 1.7 m 45 - - - 35 64 86 25 74 116 u_ WE0537H 575 1.4 -a 50 - - - 25 53 77 - 70 110 WE0511HH /' 115 14.5 60 e 55 - - - - 40 67 - 66 103 WE0518HH 208 1 8.1 7, 60 - - - - 30 56 - 63 96 WE0512HH 230 7.3 F 65 - - - - 20 45 - 58 89 WE0538HH 200 4.9 70 - - - - - 35 - 55 81 WE0532HH 230 3.6 75 - - - - - 25 - 51 74 WE0534HH 460 3 1.8 80 - - - - - - - 47 66 WE0537HH 575 1.5 90 - - - - - - - 37 49 WE0718H 208 11.0 100 - - - - - - - 28 30 WE0712H 230 1 10.0 WE0738H 200 6.2 WE0732H V, 230 5.4 DIMENSIONS WE0734H 460 3 2.7 '/" (All dimensions are in inches Do not use for construction purposes.) WE0737H 575 2.2 70 WE1018H 208 1 14.0 A WE1012H 230 12.5 3500 . . WE1038H 200 8.1 E 11'/:• > IP' '` WE1032H 1 230 7.0 WE1034H 460 3 3.5 RO AT ON r 5/ WE1037H 575 2.8 -VII WE1518H 208 1 17.5 ,�� 16 2"NPT WE1512H 230 15.7 / \ �� �1 WE1538H 200 10.6 8 .• �N J ��r WE1532H 230 3 9.2 _� WE1534H 460 4.6 �► /I'- \ 3/' WE1537H 1,/ 575 3.7 80 KICK-BACK r �' �,/. ' y WE1518HH 208 17.5 WE1512HH 230 1 15.7 WE1538HH 200 10.6 WE1532HH 230 9.2 WE1534HH 460 3 4.6 WE1537HH 575 3.7 WE2012H 230 1 18.0 WE2038H 200 12.0 WE2032H 2 230 11.6 83 WE2034H 460 3 5.8 WE2037H 575 4.7 Goulds Pumps and the ITT Engineered Blocks Symbol are Goulds Pumps registered trademarks and tradenamcs of ITT Industries. PRINTED IN U.S.A. SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE. It? ITT Industries • Thompson Environmental Consulting, Inc. Tax ID Number: 374414320567 PO Box 541 Location: Lot 90-Millstone Midland, NC 28107-0541 Date: July 13,2021 Recommended Pressure Manifold Design (Number of Taps May Vary) Tap-direct thread or saddle Cheroot (if tapped with male adaptor,trim Pressure head check flush with inside wall) J Reducer) r f f r 1 . a .p.v+ r M1�' y "' " pressure aditall,,r- F J aY d_1'1 .'a'.Y 3 g' '1`-. i -M —-d ?I t gate valve . , Ib . 6o.typ. 12',min.Ipp/�•�i',— 4— s I' I e : • • + Eflluent supply lfrr) . 12'aa rnb1� I , . drain A P1 Pa Pil Pi pi pi Manifold vauh'Q 0 0 0 0 0 ° 0 True-union ballvalve 1 (ball valve with two disconnect unions?, 1 1 1 1 i. 1 1 1 3"simply lines Observation port(tee with extensionl O°drz.urime� et nail'.l.0%slop brought to grade;with removable cap)