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AIMIrip, CATAWBA COUNTY Public Health Department Subdivision LAKEPOINTE S'�' • Environmental Health Division PINl1 462801377026 '��`�{�>, PO Box 389,25 Government Drive,Newton,NC 28658 LOTH 4 ( ty Sits Address: 9392 ISLAND POINT RD,SHERRILLS FORD NC 28673 Name on Permit: ROSENBERG LIVING TRUST Property Size: Acres 0.74 Directions: Right off of Sherriils Ford Rd onto Island Point Rd.5th lot on left after Penngate Dr. Owner/Authorized Representative Acknowledgement of Permit Receipt XI certify that I am the owner or authorized agent(owner's authorization required)representing the owner of fe •rty described above. s the property owner or authorized representative,I have received the above referenced it(s)as requested in the application for service RBPR-09-2022-42149,by the following method(s): Received in Person Facsimile Transmittal(Return form with signature required) IElectronic Image Transmittal/E-mail (Return receipt required) N As the property owner or authorized representative I have reviewed and understand the specific conditions of the permit issued, and further understand that all applicable regulatory requirements specified under the North Carolina Laws and Rules for Sewage Treatment and Disposal Systems(I5A NCAC 18A.1900), and/or Well Construction Standards(15A NCAC 2C.0100), shall apply to the issuance of this permit and the construction of the wastewater system and/or water supply well permitted. Permit Issue Date:09/16/2022 Owner/Authorized Re resentative Signature 74i Date j,2_ 1-02,..1_ Documentation of Permit(s)Transmittal (permit transmitted by electronic or other means) Permit transmitted by (name of person sending permit) Signature Ofe Date/Time II13D./Z2 Method: Fax i Email _US Mail Other Owner's request to send by the above indicated method of transmittal in lieu of signature We wantt tto hear from yosPlease hake a few momentts tto compiette our custtomer service survey att http://www.surveymonkey.com/s/EHCusttomerService r o sen bel9 d ne1 I Qgrr :P. 'lrn- ;Igxnmt U9.20,2022 lM.}1 County: Catawba IMPROVEMENT PERMIT FOR G.S. 130A-335(a2)/SL2022.11 PIN/Lot Identifier: 462801377026 Issued To: Neil Rosenberg Property Location: 9392 Island Point Drive Subdivision: lakepointe Lot q: 4 Block: Section: LSS Report Provided: Yes❑✓ No❑ If yes,name and license number of LSS: Wendell Overby#1218 New Q Repair❑ Expansion ❑ System Relocation ❑ Proposed Structure: single family residential Proposed Wastewater System Type: HPPBPS (Initial) HPPBPS (Repair) Fill System: ❑Yes Q No If yes,specify:❑New ❑Existing (when adding more than 6 inches of fill to system area please provide a fill plan► Proposed Design Daily Flow: 480 GPD Proposed LTAR(Initial): .275 Proposed LIAR(Repair): -276 Design Wastewater Strength: domestic ❑ high strength ❑industrial process Number of bedrooms: 4 Number of Occupants: a Other: Pump Required: ®Yes ❑No ❑May be required based upon final location and elevations of facilities Artificial Drainage Required: ❑Yes ❑No If yes,please specify details: Type of Water Supply: Q Private well ❑Public well ❑Municipal Supply ❑Spring ❑Other: _ Drainfield location meets requirements of Rule.1945: Yes No❑ Drainfield location meets requirements of Rule.1950: Yes No❑ Permit valid for:p Five years[site plan submitted pursuant to G5 130A-334(13a)] ❑No expiration(plat submitted pursuant to GS 130A-334(7a)] Permit conditions: n/a Licensed Soil Scientist Print Name: Wendell Overby Licensed Soil Scientist Signature: a2o_ic���Oavti2J5 Date: 8/17/22 The LSS evaluation is being submitted pursuant to and meets the requirements of G.S.130A-335(a2). 'See attached site sketch' county: Catawba This Section for Local Health Department Use Only Initial submittal received:9/1/22 by RP Date Initials Permit Number: IMPV-09-2022-179675 G.S. 130A-335(a4)states the following: 'If a local health department foils to act on an application for an improvement permit submitted pursuant to subsection(a3)of the section within 10 business days of receipt of a complete application, the local health department shall issue the improvement permit.' In accordance with G.S. 130A-335(a3)the improvement permit application is: ❑ Incomplete(If box is checked,information in this section is required.) The following items are missing: Copies of this were sent to the LSS and the Owner on Dote State Authorized Agent: Date: O Denied (See attached report.) Copies of this were sent to the LSS and the Owner on Date State Authorized Agent: Date: ❑r Complete Q/�, State Authorized Agent: / W` Date of Issuance: 9/7/22 This Improvement Permit is issued pursuant to G.S. 130A-335 (a2),(a3),and(a4)using the signed and sealed LSS/LG evaluation(s) attached here. The issuance of this permit by the Health Department in no way guarantees the issuance of other permits. The permit holder is responsible for checking with appropriate governing bodies in meeting their requirements. This site is subject to revocation if the site plan,plat,or the intended use changes,or if information submitted in the application was falsified, inaccurate or misleading. The Improvement Permit shall not be affected by a change in ownership of the site. This permit is subject to compliance with the provisions of the Laws and Rules for Sewage Treatment and Disposal and to conditions of this permit. The location and identification of all property lines,easements,water lines,and other appropriate utilities shall be the responsibility of the owner. The Department,the Department's authorized agents,and the local health departments shall be discharged and released from any liabilities,duties,and responsibilities imposed by statute or in common law from any claim arising out of or attributed to evaluations,submittals,or actions from a licensed soil scientist or licensed geologist pursuant to GS 130A-335(a2). Improvement Permit Expiration Date: 9/7/27 *See attached site sketch* SOIL & FORESTRY SERVICES OF THE CAROLINAS, PA August 17,2022 Catawba County Environmental Health Attn: Robbie Phelps 25 Government Drive Newton,NC 28658 Re: Improvement Permit Submittal for 9392 Island Point Road Dear Mr. Phelps: Attached please find sealed soil notes as well as site plans and design related data for a 4- bedroom HPPBPS system using pressure manifold distribution. "The LSS evaluation attached to this application is to be used to issue an Improvement Permit in accordance with G.S. 130A-335(a2)and (a3)." Owner/Buyer: Neil Rosenberg Signature: Date: f/ "The LSS evaluation is being submitted pursuant to and meets requirements of GS 130A- 335(a2)." Wendell Overby, LSS Signature: aieuec e.,0r.4. Date: 8-17-22 p sort s\, ciF� ,. Seal: f: t of� 1 `lY ( h`SY, • )9)h~ SOIL & FORESTRY SERVICES OF THE CAROLINAS, PA Design for a 4 Bedroom VPPBPS Septic System using MANIFOLD distribution for 9392 Island Point Rd, Lot# Contents: Page Information for the Installer 1 Design Information Design Specifications 2 Layout Specifications — 3 System Flow ------- — 4 Site Plan ----- ---- 5 Effluent Pump Specifications 6 Calculations ----- — ------ 7 Pressure Manifold Device Sketch 8 Soil Profile Descriptions ------------- -------------------------- 9-10 Aug 2022 Design By: Wendell Overby • 9392 Island Point Rd, Lot# INFORMATION FOR THE INSTALLER * The permit should be read very carefully prior to bidding. The following are details that must be considered along with all other considerations. * Tanks shall be approved by DHHS, and certification supplied by the that must be considered along with all other considerations. * The installer shall be responsible to the owner for placement of the tanks and to insure that final grades are returned to the original natural grade, with exception of added structural features. * The supply trench shall be compacted to eliminate cavities left during initial fill placement. * Installation of the system shall be during dry conditions in order to protect the soil * All fittings shall be pressure rated fittings. * All joints shall be cleaned with PVC pipe cleaner and a heavy bodied glue applied to weld all joints. * Where required by the county health department, post installation inspections by the designer must be scheduled 5 week days in advance. Trenches shall be carefully excavated so the bottom is within 2"from the highest to the lowest points of elevation within the trench. If the bottom elevation needs adjusting after it has been * trenched, it will be done by removing high points rather than filling low points. It is extremely important to insure that trenches are not over excavated during initial trenching. All fine grading within the trench will be hand done with a shovel. No loose material will be left in the trench * All pipe openings in the tanks shall be properly grouted. This also applies to the joints around the riser. * All tanks shall be properly back filled and compacted to prevent slump at a later date. * Earth dams, constructed of relatively impervious material, shall be installed at the beginning and end of each lateral. • No heavy equipment shall be used on the field during or after installation. The use of a small loader (i.e. Bobcat)or a trencher (i.e. Ditch Witch 2300/2310) may be used. * Elevations at pinflag locations should be checked by the installer prior to beginning * Septic tank riser shall be a minimum of 6" above finished grade. * System specified as VPPBPS type using MANIFOLD distribution * Repair specified as VPPBPS type using LPP distribution * System trench depth specified at 20" * System trenches installed on 8' minimum; 3'wide trenches * Rake and lime trenches as per manufacturers specs * Add 3" soil cap of County approved material 9392 Island Point Rd, Lot # VPPBPS MANIFOLD SYSTEM FOR WASTEWATER TREATMENT Contact: Neil Rosenberg Phone: Email: rosenberg.neil@gmail.com County: Catawba Location: 9392 Island Point Rd Design Specifications Source of Wastewater Flow: 4 bedroom home Estimated Daily Wastewater Production: 480 gpd System Flow: 35.78 gpm Drain field Size: 291 If Loading Rate: 0.275 gpolft.2 Trench Depth: 20 in Trench Width: 36 in Septic Tank Size: 1000 gal Pump Tank Size: 1000 gal Estimated Supply Line Length: 155 If Supply Line Diameter: 2 in. SCH 40 PVC Supply Line Volume: 26.97 gal Dosing Volume: 259.20 gal Pump Draw Down*: 8.9 in Pressure Head: 2 ft Friction Head: 3.83 ft Elevation Head: 22.00 ft Total Dynamic Head: 28.21 ft Threaded Union: In Tank Gate Valves: 1 in Tank: 1 @ manifold Check Valves: In Tank Anti-Siphon Hole: n!a Recommended Pump: Zoeller Dose Mate 153 9392 Island Point Rd, Lot# LAYOUT SPECS Daily Flow(gpd) 480 Aug 2022 LINE# FLAG BS HI FS ELEy FLAGGED DESIGN COLOR — — — LENGTH LENGTH TBM 0.0 100.0 I NSTR. 1 100.0 REPAIR 1 RED 2.8 97.2 98 88 2 ORANGE 3.7 96.3 94 88 3 BLUE 4.9 95.1 70 70 4A YELLOW 5.5 94.5 44 44 SYSTEM 4B YELLOW 5.5 94.5 50 50 5 PINK 6.4 93.6 97 85 6 RED 7.9 92.1 91 85 7 ORANGE 8.8 91.2 91 85 LINE LIAR SYSTEM REDUCTION TRENCH SOIL LENGTH GPD/FT` TYPE TYPE DIST DEPTH CAP SYSTEM 305 0.275 VPPBPS 50% MANIFOLD 20" 3" REPAIR 290 0.275 VPPBPS 50% LPP 20" 3" Notes: **TBM is assumed to be 100' **All measures in feet **Nitrification lines are demonstrated on contour via colored pin flags **BS and FS indicate rod readings 9392 Island Point Rd, Lot # SYSTEM FLOW VPPBPS DESIGN SPECIFICATIONS Line# Color Elev Length Hole Size Flow/Tap gpil Flow/Line Line LTAR # of Panels 4b Y 5.5 50 SCH 80 1/2 5.48 74 0.110 0.49 12 5 P 6.4 85 SCH 80 3/4 10.1 135 0.119 0.53 20 6 R 7.9 85 SCH 80 3/4 10.1 135 0.119 0.53 20 7 0 8.8 85 SCH 80 3/4 10.1 135 0.119 0.53 20 total feet = 11765 gal/min = A�.78 — Design Flow 480 Pump Run to Dose 480 gpd= 13.42 Soil LTAR 0.275 PPBPS LTAR 0.55 0 1 1 ,J c **LAKE o (II NORMAN** CO 0 Zs -4 U1 P L6 CP -- -S M \ c L8 OP CA UNE TABLE \ I PP tJ UNE BEARING LENGTH 'n tea\ • ii L1 S 43'04'00" E 5.70' \ �� 0 L2 S 26'37'49" E 31.97' LL L3 S 82'54'21" E 12.20' 50' BUFFER ,' GRAPHIC SCALE L4 S 58'59'19" E 24.45' L5 S 78'38'59" E 29.77' LOT 4 1►EIP 1 " = 40' L6 N 75'32'20" E 15.95' \ 40 0 40 L7 S 34'34'16" E 18.48' T (0. 74 AC.) L8 _N 76'01'27" E _ 3.47' l 1 tn CA O) .p CV I— CY\ 1) THIS PROPERTY MAY BE SUBECT TO 1. o PROPOSED HOUSE \ ANY EASEMENT AND/OR RIGHTS-OF-WAY C4 () REAR WALK OUT (P_ LA OF RECORD. (Jit 2) AREA COMPUTED BY THE COORDINATE BASEMENT 3) EXISTING 760'A:761'CONTOUR ELEV- \Lito Ot ATMON BASED ON LAKE NORMAN LAKE LEVEL.AT COWAN'S FORD DAM((READING 03 ON 4/11/2022)ELEVATION: 756.8' \ 4 WVOERGROUND POWER 5 NO GRID MONUMENT FOUND WITHIN 2000 FEET. 6) SETBACKS SHOWN PER PLAT - —, (P3.40 PG.112) 1 —21.ID0 �— z < .4. li 2 IJ \ CO 0 8.6 85 -- — o N CPI i Z 3 o 5 P.MALNIF D 915 50' 9 49 10 \ • 5 0 3.7 94' �� 91. 37•' 2.8 98. LEGEND -`/W i' E.I.P. = EXISTING IRON FOUND 8• ' '1 ' yy /' I.P.S. = #4 REBAR SET ISLAN4 D53 PDINTE RDS7621'21" R/W = RIGHT-OF-WAY ( //601 PURL Tr., �jqr CP = COMPUTED POINT R ) y mSHl.FT ITfLIi'. MLA lT NANk: /®� / p C c Q pAD_--g(� NMJFIIHF.I¢i4 G —, a SOIL & Forestry Services of' the Carolinas, PA g� o a _„ SEPTIC SYSTEM LAYOUT 9392 ISLAND POINT RD MIL IIMOM o m L N P SKETCH MAP 813 Davidson Drive-Concord, NC 28025 z CTAWBA TWIT/.NORTFI rtpJNA ` ���+� www.soilandforestryservices.com 2 137, 139, 140,; '''' --' Flow-Mate = Dose-Mate In high head dewatering or effluent This is our fastest growing line of i* applications where pumping effluent pumps.The 150 series is truly performance is critical, this robust a workhorse designed for reliability family of pumps is known for reliability, under extreme conditions in an effluent durability and performance. These environment. 150 series pump curves pumps are especially suited for harsh cover a wide range of applications.They environments. Zoeller's cool run design are well suited to applications with and corrosion-resistant,powder coated low pressure pipe (LPP) and enhanced epoxy finish add up to a long-lasting, flow STEP systems. Zoeller's cool run trouble-free product design and corrosion-resistant,powder i— coated epoxy finish,in addition to the Z (164 hermetically sealed,oil-filled motor and LJ.Inon-clogging vortex impeller add up to a / Jlong-lasting,trouble-free product. LL or LL W a APPLICATIONS: APPLICATIONS: • STEP or onsite applications • STEP or onsite applications 2 • Water transfer • Light commercial dewatering • Light commercial dewatering SPECIFICATIONS: SPECIFICATIONS: • 1-1/2"NPT discharge • 1-1/2"NPT discharge • 3/10 HP through 1/2 HP • 1/2 HP through 1 HP • Available in nonautomatic or with a variable level • Available in automatic or nonautomatic piggyback mechanical switch • Model 137,139.140:1/2"(12 mm)spherical solids • 1/2"(12 mm)spherical solids capacity with vortex capacity with vortex impeller thermoplastic impeller • Model 145:3/4"(19 mm)spherical solids capacity with For more information,see Technical Data Sheet FM2784. vortex impeller • Bronze construction available(139 series) • High head version available(145 series) • Double shaft seal versions available for added protection on models 140/145. For more information,see Technical Data Sheets FM2782,FM2783. W PUMP PERFORMANCE CURVE PUMP PERFORMANCE CURVE MODEL 151/152/153 MODEL 137/139/140/145 50- A- I ,9 - -- 1 14 45 153 . 20- ,a 12- 40 ,6- m a 0 35 - i 10- 152 r V 30 :\\:\, — 0 8- 25 151 a I:: - n 15• a Y 4- 1 10 — ,s 2_ 5- ' '� ,",I& 10 20 30 40 50 60 70 80 90 100 I GALLONS w n 40 m e ro a $1 no LITERS I 1 1- 1 I T 1 1 1 GALLONS < 0 40 80 120 160 200 240 280 320 360 LITERS O- No no rn ,m ROW PER MINUTE FIQN PER MINUTE 152656 014508 8 ©All rights reserved. ZOELLER PUMP CO. I 502-778-2731 1800-928-7867 I zoellerpumps.com 9392 Island Point Rd, Lot# Calculations Designer Wendell Overby Project Name 9392 Island Point Rd Project# 21-1142 Project MM YYYY Aug 2022 O Lot# u_ Business (if applicable) N/A Lu Contact Neil Rosenberg Phone Email rosenberq.neik@qmail.com County Catawba Bedrooms 4 Daily Flow 480 System LTAR 0.275 System Type VPPBPS w System Distribution MANIFOLD System Trench Depth 20 cn } Soil Cap 3 in. Supply Line Distance 155 Required Feet of Line (system) 290.909091 Repair LTAR 0.275 Repair Type VPPBPS Repair Distribution LPP a_ Repair Trench Depth 20 Soil Cap 3 in. Required Feet of Line (repair) 290.909091 Amount of Line from Layout 305 Gallons per Minute 35.78 gpm Required Septic Tank Capacity 1000 gal. w Minimum Standard Tank Size 1000 gal. mPanel Volume 3.6 gal. #of Panels 72 Dosing Volume 259 gal_ Tank Draw Down 8.9 in. a- Pump Run Time 7.24 minutes Elevation Head 22 ft. a 2 Pressure Head 2 ft. Friction Factor 2.47 ft./100 ft. (From the interpolater) Friction Head 3.83 ft. u}i Friction Head +10% 4.21135 ft. Total Dynamic Head 28.21 ft. Pump Recommendation Zoeller Dose Mate 153 V CO(1 f v. rj , 44-44... il ,(..",:ii: kil y �yl°, ��v v) cncncn I,�I*i44, i 0000 - ��i'D *1I CO CO CO CO `' �4/§I' 0 0 0 0 s v. \\c'P-\\ I fiN h /I g ilfriiit. t 16 um r y wg I i i ,#,:.er' 1 G 8 8 : i 1 Agora- i „A ' .-4.41er• . .., \Ili 0 atv -,-6.,,v . -ow .. % Tie' ' ' -A., I . ...„, ._ .. sio 0,1 t II ;g ii it ii, 5; \ k$ A Sheet I of 2 PROPERTY ID 4: 462601377026 COUNTY: CATAWBA SOIL/SITE EVALUATION for ON-SITE WASTEWATER SYSTEM (Complete all fields in full) OWNER: Neil Rosenberg APPLICATION DATE: ADDRESS: DATE EVALUATED: 2/10/2022 PROPOSED FACILITY: 480 gpd PROPERTY SIZE: .74 LOCATION OF SITE: 9392 Island Point Rd Sherrills Ford PROPERTY RECORDED: 1996 WATER SUPPLY: OPrivate Well DSpring DDtlser EVALUATION METHOD: =Auger Borine ©Pit DCui TYPE OF WASTEWATER: X�Sewaee DIndustrial Process DMixed P SOIL MORPHOLOGY OTHER R of 1940 (.1941) PROFILE FACTORS F LANDSCAPE HORIZON , PROFILE I POSITION/ DEPTH .1942 .1943 .1956 .1944 CLASS L SLOPE% (IN.) .1941 .1941 SOIL &LTAR ESTRUCTURE/ CONSISTENCE/ SOIL SAPR RESTR WETEXTURE MINERALOGY )LORD DEPTH CLASS HORIZ tr 0-12 BR C WMS FR SS SP N/A 68 N/A N/A 275-.3 L/ �� 12-22 RBSCLWMS FRSSSP 1 22-68 RB C WMS FR SS SP 0-5 FILL 2 Chroma 72 N/A N/A .275 L/ 11 5-20 BRCWFS FRSSSP @39 2 20-42 BR C WMA FR SS SP few YB 42-72 BR CL WMS Fl SS SP few C sap I 0-5 FILL N/A 72 N/A N/A .275 L/ 19 5-45 RB C WMS FR SS SP c y/b mottles 3 45-72 RB SCL WMS FR SS SP 0-7 FILL N/A 65 N/A N/A .275-.3 L 18 7-45 BR C WMA FR SS SP 4 45-65 BR CL WMS FR SS SP 65 ROCK/SAP 0-10 FILL N/A 69 N/A N/A .275 L/ 15 10-34 BR C WMS FR SS P 5 34-69 RB CL WFS FR SS SP r - I it, O' (.1946): I DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM Wic2 1: PS I Available Space(.1945) 290 290 f=J.: ,� , 72.�l �l,� D OVERBY System Type(s) HPPBPS HPPBPS tj ,7` OT11 T.Pr 'E ,Site LIAR .275 .275 • ?' �. ' l COMMENTS: `\� . f t_ '''wC is `;:i.s(. : 7 Updated February 2014 Sheet 2 of 2 PROPERTY ID#: 462801377026 COUNTY: Catawba SOIL/SITE EVALUATION for ON-SITE WASTEWATER SYSTEM (Complete all fields in full) SOIL MORPHOLOGY OTHER R (.1941) PROFILE FACTORS .1940 LANDSCAPE H RIZON POSITION! E SLOPE .1942 '/a (IN) .1941 .1941 SOIL .1943 .1956 .1944 PROFILE STRUCTURE/ CONSLSTENCE! SOIL SAPR RESTR CLASS TEXTURE MINERALOGY COLOSS/ R DEPTH CLASS HORIZ &LTAR L J 11 0-8 FILL N/A 72 N/A N/A 8-34 BR SC WFS FR SS SP 6 34-55 BR CL WMA FR SS SP .275-3 55-72 B L WMS VF SS SP C SAP 0- N/A 7 0- NIA 8 0- N/A 9 A 0- N/A 10 0- N/A 11 COMMENTS: Updated February 2014 t • 0 _�� em u ,_ Imo � + ♦ — 1 ' .�..�� AA _ • IOW MON ♦— i 9lie .1221111110 1 ! r` 4 i UMW 'r` Q Neili :4 a p, ..,to i - • ILIA .. 1 ; i [1::: _ :� .. - i \ �r moo" MI I :. .:. 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