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Home My WebLink AboutIMPV-5-11-18185.TIF �� CATAWBA COUNTY Case # IMPV-S-] 1-18185 G Public Health Department Q' a Environmental Health Division Subdivision v ov ''�' PO Box 389, 100-A Southwest Blvd, Newton, NC 28658 Lot # 2 �$ s� P�# 371519517805 ApplicantlOwner LYNNNGI'LJEN ��Q'�-�I Site Address: 4528 N CENTER ST, Hickory, NC Property Size: SF 0.769 ACRES Directions: N CENTER STREET PAST CLONINGER MILL RD ON RIGHT Improvement Permit Faci�ity: primary Residence Permit Category: New SeptiC Bedrooms 5 WATER SUPPLY: Public Water Basement? Yes Basement Plumbing? Yes ------------------------------------------------------------------------------------------------------------------------------------------------------------------------- INITIAL SYSTEM SPECIFICATIONS ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Permit Valid: Expires In Five Years: _X_ No Expiration: Projected Daily Flow 600 9•P•d Proposed Wastewater System: 50% REDUCTION Type: IVA - ANY SYSTEM WITH LPP DISTRIBUTION PIJIVIP �OiI�1tED Permit Conditions: See attached proposal by Shabeldeen Engineering. -------------------------------------------------------------------------------------------------------------------------------------------------------------------------- REPAIR SYSTEM SPECIFICATIONS ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Repair System Required? Required Proposed Wastewater System: LOW PRESSURE PIP Type: IVA - ANY SYSTEM WITH LPP DISTRIBUTION PLTIVIP REOiJI�+ D***** OP�+ RAT'OR I2EOUI�D Landscaping or other site alterations that potentially divert groundwater or surface water toward the septic system, or prevent proper drainage away from the septic system, including the direction of gutter flows or foundation drains, is not approved, and may result in failure to approve the initial system installation, or the suspensioNrevocation of existing permits. The issuance of this permit by the Health Department does not guarantee the issuance of other permits. It is the responsibiliry of the applicant/property owner to insure that all Catawba County Planning/Zoning and Building Inspections requirements are met. This Improvement Permit is subject to revocation if the site plan, plat or the intended use changes, or if site conditions are altered. The Improvement Permit is not affected by a change in ownership of the property. This permit was issued in compliance with the provisions of the North Carolina 'Laws and Rules for Sewa�e Treatment and Disposal Svstems' (15A NCAC 18A 1900). Neither Catawba County nor the Environmental Health Specialist warrants that the septic tank system will continue to function satisfactorily Susan Bumgarner OSl20f2011 AUTHORIZED STATE AGENT APPROVAL DATE Permit Expiration Date: OS/18/2016 No grading or construction activity is allowed in areas designated for system and repair without approval of the Health Department. OS/23/11 08:52 Additional Permit Conditions for the Improvement Permit And Authorization to Construct the Wastewater System NguvenResidence — 4528 N. Center St. �Iickorv, NC Catawba County Case #E�IPR-2-11-9570 1. This system is a Prefabricated Permeable Block Panel system with low pressure pipe distribution, designed to serve a 5-bedroom single family residence only with a daily design flow of 600 gallons per day. All construction and system component installation shall be in accordance with plans approved by Catawba County Environmental Health, prepared by Shabaldeen Engineering, PA, dated May 16, 2011, and referenced as attached. 2. The septic system contractor shall be required to lay out the entire system and schedule a pre-construction conference with a representative of Catawba County Environmental Health on site prior to initiating construction of the system. Installation Contractor shall be certified at a minimum Leve14. 3. All prefabricated concrete pump tanks shall be leak tested and approved prior to installation of pump system components. 4. All components of the system shall be installed in accordance with design engineer and manufacturer's specifications, all permit conditions, and shall be demonstrated as properly functioning prior to approval. 5. The design engineer shall be present at construction as sufficient to verify that the installation has been completed in accordance with all plans and design specifications. An official certification, signed and stamped by the engineer, is required prior to final approvals. 6. Final landscaping of the nitrification fields shall be performed by placement of approved soil cover over the entire field, slightly mounded in the center, and gently sloped to the sides to shed surface water from the field. Seed and straw shall be applied to the finished surface and appropriately maintained. 7. Pressure head at the end of each lateral shall be maintained at a minimum of two feet, or as required by engineer's specifications. 8. The system is categorized as a Type IV. A contract with a certified subsurface system operator, signed by all required parties, shall be submitted to Catawba County Environmental Health upon completion of installation and prior to final approvals. Required ORC inspection frequency is twice yearly. �' ; . 5��4 �ELI)EEN ENG'IN�ERIIV �, PA 290� 9' STREET PLACE NE o HICKORI ; NC e 28601-8400 PHONE: (828) 320-7252 CIVIL/WATER/SEWER/ENVIRONMENTAL shabeldeen@em barqmail. com May 12, 2011 Mr. Mike Cash, RS - Catawba County Government � 100 A South West Blvd. Newton, NC 28658 SUBJECT: Nguyen Residence - Septic Systein 4528 N. Center Street (PIN 371519517805) Hickory, NC Dear Mr. Cash: Please accept the accompanying two (2) copies of the septic system plan and calculations for the referenced project. Included are the following items: 1. Septic System Plan (G1) and Details (G2); 2. Calculations; and 3. Specifications sheet for Hydroinatic SPDSOH and optional Gould WEOSHH Series Effluent Pumps, SJE Rhombus Control Panel (IFS Series), and Dillenger 1,500-gal. septic tank and 1,500-gal. pump tank. Prolect Description The Nguyens are in the process of constructing a new 5 bedroom residence on Lake Hickory at the address above. The flow will be 600 gallons per day (gpd). The County has assessed soil conditions and gave the site a 0.3 LTAR for a conventional system. The site is suitable for conventional septic system, however there are space restrictions that necessitated 50% reduction allowed by the use of T&J Panels. Since the ` daily flow exceeds 480 gallons per day (gpd), the state requires the panel system be dosed. As a result, the proposed system will be a T&J Panel, low-pressure pipe (LPP) system. As the show on the accompanying calculations, the system will consist of the following: 1. 1,500-gal. septic tank 2. 1,500-gal. pump tank 3. Pressure manifold, and 4. 4001inear feet (LF) of T&J Panels The system is laid out with five (5) lines totaling approximately 403 feet. I appreciate your assistance on this project and look forward to your comments and approval. Please do not hesitate to contact me if you have any questions. Sincerely, , �- . ,r _ '-.. Enclosures Dan Shabeldeen, P.E. � �� LD �N ��, E��EER�NG r��G � Ltr Cash Nguyen Revl �r Ethics � fnte�rrs'ty + Enr�ineerinn Septic System Calculations (T J Panel LPP System) Nguyen Residence Hickory, NC DAILY FLOW CALCULATION Flow Calculation Flow (gpd) per Bedroom 120 No. Bedrooms 5 Total Daily Flow 600 DRAINFIELD SIZING CALCULATION Drainfield Size (gpd) 600 LTAR (gpd/ft 0.3 Trench Bottom Area (sfl 2,000 Trench Width 3 Standard Linear Footage (Total) 667 Gravelless Reduction (T&J Panel) 50% Reduced LF of Line 333 -- DOSING VOLUME CALCULATION - Drainline Diameter (in.) 4 Drainline Pipe Vol. (gal/100ft.) 66.10 Std. Linear Footage (Total) 667 Dose Vol. (Reg.)' 75°/a 331 Note: 1- Design Dose Volume based on filling T&J Panels SEPTIC TANK SIZE CALCULATION Volume =2Q Design Daily Sewage Flow (Q; gpd) 600 Tank Volume (gal) 1,200 Recommended Septic Tank Size (gal) 1,500 w/Inlet Compartment Size (gal): 67% 1,005 75% 1,125 Septic Tank Sizing Criteria: Flow Septic Tank Volume < 600 gpd 2Q 600>Q>1499 gpc 1.17Q + 500 1,500>Q>4,500 0.75Q+1,126 PUMP TANK SIZE CALCULATION Volume = 2/3 x Req'd Septic Tank Liquid Capacity Req'd Septic Tank Liquid Capacity 1,200 Tank Volume (gal) 800 Recommended Septic Tank Size (gal) To meet dosing requirements 1,500 FLOW SUMMARY Dosing Volume (gal.) 273 Dosing Rate (gpm) 33 Pump Runtime (min.) 8.4 Note: Data from LPP summary table Nguyen Calcs1 1 of 4 Rev. 5/12/2011 Septic System Caiculations (T J Panel LPP System) Nguyen Residence Hickory, NC FLOW SUMMARY Dosing Volume (gal.) 273 Dosing Rate (gpm) 33 Pum Runtime min. 8.4 Note: Data from LPP summary table Headloss Calculations Supply Line Diameter (in) 2 Pipe Length (ft) 39 Minor Losses Eq. Length EQ. Pipe Total Eq. No. Lenaths Lenqths 90 5 10 50 45 0 2.7 0 Ball Valve (Open) 1 1.5 1.5 Gate Valve 1 1.5 1.5 Check Valve 1 19 19 2" x 3" Red. 1 19 19 3" x 1-1/2" Tee 4 3 12 . Total (ft) 103 2" Sch 40 PVC � Total Pipe Length from above (ft) 103 Friction Loss (in ft./100 LF) 2.08 Friction Loss 2.1 1.25" Sch 40 PVC I Length 484.37 Loss ft/100 ft of pipe 2.34 Friction Loss 11.33 Static Lift (ft.) 6.3 Friction Loss 13.5 Pressure Head 2.0 Subtotal 21.8 Safety Factor 1.75 Total Head 38.2 Friction Loss in PVC Force Main 2" Sch 40 3" Sch 40 Flow' 1.5" Sch 40 PVC PVC PVC (gpm) (ft/100 ft.) (ft/100 ft.) (ft/100 ft.) 30 na 1.78 1.38 33 na 2.08 1.56 35 na 2.37 1.73 Note: 1- interpolated for 33 gpm 2- For 1.5" PVC, 0.46 ft. @ 8 gpm (Line 1) & 1.01 ft. @ 12 gpm (Lines 2-5) Pump Design Parameters Flow (gpm) 33 Total Head 38.2 Pump Recommendations: Hydromatic SPD50H Goulds Pump WE05HH Nguyen Calcsl 2 of 4 Rev. 5/12/2011 Septic System Calculations (T J Panel LPP System) Nguyen Residence Hickory, NC 1,500-qal Septic Tank Dimensions 1,500-qal Pump Tank Dimensions Outside Dimensions Outside Length (ft., Top) 142.00 11.83 Length (ft., Top) 105.00 8.75 Width (ft. Top) 70.00 5.83 Width (ft. Top) 76.00 6.33 Inlet OD 49.00 4.08 Inlet OD 50.00 4.17 Outlet OD 46.50 3.88 Outlet OD 49.00 4.08 Height (ft.) 62.00 5.17 Height (ft.) 60.00 5.00 Inside Dimensions Inside Dimensions Length (ft.; Avg.) 134.00 11.17 Length (ft.;Avg) 99.00 8.25 Width (ft.; Avg.) 62.25 5.19 Width (ft.; Avg.) 70.00 5.83 Inlet ID 45.00 3.75 Inlet ID 46.00 3.83 Outlet ID 42.50 3.54 Outlet ID 45.00 3.75 Height (ft.) 54.00 4.50 Height (ft.) 52.00 4.33 Vol. (gal/in) 36.11 Vol. (gal/in) 30.00 Depth of Sewer Invert @ Bldg (Est.) -30 Est. Finished Floor Elevation 984.0 Septic Tank Outlet Invert 960.79 Sewer Invert @ Bldg 981.5 Distance Between Tanks (ft) 3 Inlet Pipe Run na From Bldg Slope( in/ft) na Slope( in/ft) 0.25 Fall (in) #VALUE! na ft. Fall (in & ft.) 0.75 0.06 Inlet Inv. 961.0 Inlet Inv. 960.00 Cover (ft.) over inlet 3.00 Cover (ft.) over inlet 4.00 Outlet Inv. 960.79 Outlet Inv. 959.9 Tank Inside Bottom EL. 957.25 Tank Inside Bottom EL. 956.17 Tank Outside Bottom EL. 956.92 Tank Outside Bottom EL. 955.8 Tank Top EL. 962.08 Tank Top EL. 960.8 Ground Elevation @ Tank 964.00 Ground Elevation @ Tank 964.00 Cover 1.92 Cover 3.17 Pump Tank Float Settings Incremental Volume gal) Depth (in.) Depth (ft.) Cummulative Depth (ft.) Elevation Outlet Elev. 959.9 439 14.64 1.22 3.75 High-level Alarm 958.7 97 3.25 027 2.53 Pump On 958.4 273 9.11 0.76 226 Pump Off 957.7 na 0 - 1.50 Redundant Off 957.7 na 18 1.50 1.50 Tank Inside Bottom EL. 956.2 Note: Inlet Invert at Pressure Manifold 964.00 Nguyen Calcs1 3of 4 Rev. 5/12/2011 � CO 00 00 00 M M � CD (O (D (O f� M (0 J ' N �p � m O 0 v N � N Q � � �"� � � � � � 7 � � a �- codo��ad � C �� Q � � a1 00 00 00 00 N+��+ • � � .-. 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' ao ao eo 0o v �S ia a� (`7 C m C � O � �n � �V N o C � L U N � N M� Ln �� Z � i0 � a � � li � U N J � Q o� � c CD �p N a ��U� II 7 tl� p O i O O I- Z � ti � C'J Z B3885 , . ` E 5�.,'rI �S Model 3885 � �� S�ubmersi�b�le Effl�uent��Pumps ��- ��. �� _ , FEP►Tl1ffiE5 i,4.��117105 PUtAPS �� '�� s Impeller: Cast iron, semi-open, non-clog with pump-out E ffluent P�mp !�t vanes for mechanical seal protection. Balanced for smooth � operation. Silicon bronze impeller available as an option. �� ,,�� Casing: Cast iron volute type for maximum efficiency. �° �'�� ` NPT discharge. � �— �� a ��_ ��- �� Mechanical Seal: Silicon Carbide vs. Silicon Carbide seal- ing faces. Stainless steel metal parts, BUNA-N elastomers. Shaft: Corrosion-resistant, stainless steel. Threaded design. Locknut on all models to guard against component damage on accidental reverse rotation. Fasteners: 300 series stainless steel. Capable of running dry without damage to companents. Designed for continuous operation when fully submerged. EXTENDED WARRANTY AVAILABLE FOR RESIDENTIAL APPLICATIONS. � www.goulds.com Goulds Pumps is a brand of ITT Corporation. Goulds Pumps is !SO 9001 Registered. �� i"� i ��' � `� iia _ '!� � �d � ,� < �� • �7 �N d . $ r a � '�d � "�. �1�'6�G�"' ' �`� .. a i � �� d �� d k � � � � �� r � i� � � � a�» i �" i� w� � a° � � � ii� ti� i.i i t. N� R�� I� �� . ia • ��Wastewater �,r �„ �aa � ;� ��, � � ,,.,,, � �,;��, � � d /��.DCA€IC�IV S ° SJTOW or STOW severe duty oil and water resistant SpecificallV designed for the following uses: power cords. • Homes, Farms, Trailer Courts, Motels, Schools, ''� — 1 HP models have NEMA three prong grounding Hospitals, Industry, Effluent Syste�ns plugs. • 1'/z HP and larger units have bare lead cord ends. ��'�� Three phase {60 Hz): Pump � Class 10 overload protection must be provided in sepa- • Solids handling capabilities:'i�" maximum. rately ordered starter unit. • Discharge size: 2" NPT. � STOW power cords all have bare lead cord ends. • Capacities: up to 140 GPM. ° Total heads: up to 128 feet TDH. • Designed for Continuous Operation: Pump ratings are within the motor manufacturer's recommended • Temperature: working limits, can be operated continuously without 104°F {40°C) continuous, 140°F (60°C) intermittent. damage when fully submerged. � See arder numbers on reverse side for specific HP, voltage, phase and RPM's available. • Bearings: Upper and lower heavy duty ball bearing construction. ��g�s • Power Cable: Severe duty rated, oil and water resistant. • Fully submerged in high-grade t�irbine oil for lubrica- Epoxy seal on motor end provides secandary moisture barrier in case of outer jacket damage and to prevent tion and efficient heat transfer. oil wicking. Standard cord is 20'. Optional lengths are ^ Class E insulation on /3 — 1'fz HP models. available. • Class F insulation on 2 HP models. • O-ring: Assures positive sealing against contaminants Single phase {60 Hz): and oil leakage. • Capacitor start motors for maximum starting torque. �� - °�Ul�t-I(l OVeI"�Odd Wlth dUtOfTIdtIC f2S2t. � , TestedtoUL778andCSA22.Z1085tandards By Canadian Standards Association File #LR38549 c us METERS FEET 40 � _...� ___V_ � � _ .,�. __ _ 130 e�_`�°.� �. . �. ��SERIES: W ____ E � � m� �.. r � _ _ � � ..�SIZE: 3/,�� SOLIDS WE15HH —� � �.,�.�._ 120, ��.,' . _ .�. F _� .�_�, � � :__ i � RPM. 3500 & 35 � �� 1750 � 11 Q _ WE20H � �� 1 ..� �., _ ; --�►�-5 GPM ; --�-- � �� -�—� I � �� . a..� --�-�_ � ° n,,..�.� 100�-° �.� �� 30 � � s �" �t�. " ' k = ; , _ —� � .} .�_ ___ _ �5� -- - ' �— � . �_..; . � 9Q °1At�E1 � � � __ � , �.� _ ,�.... . -�-°-,. � �� _m �._r; � E �� _.��- ( = - , 3-� � —� � . , .. 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E05H i ` � ' ' � ' � � � � � ' , O " 6 } �. ; , j �� ,,�.a � 40 ---�-°^� �m�m._..� � e�e � � ; ; �.� � g � 38 ._._� Q _ �_ — �__ _ j : 10 30 1A1�E03M � � � � € � i _ .__ � .�.s . � . �.._.. � �.�... _ _.. . .. � � °'^— � — s �— R — ' � € � _ r . _. _: � _ � � Z � �W EO �L � � _ _.. _. � � . _ ;�.. _ .�... _ �,. � , � , , � r � � d �� ! € a C . ...... � . :�. ..... g ., .� � 10 .�� _ _._ � �. .�,_ ��.�. a. e � �� _ M k ' a«e.. . � , _ . _... ,, _ . _ _ _ \ _ __ _. _._ . � , Y' � I � _ .._._.. � i � r � _..�_ ._ � __ _._ ----�-- �(L) � _ ___ � _ � ; � .�._ . . � __€ 0 00 1�0 20 30 � 40 � 50 60 70 80 90 100 110 120 130 140 150 160 GPM � i � 3 i 3 i i i i i i i i i i i 0 5 10 15 20 25 30 35 m CAPACITY pP,GF2 Duty Point 33gpm @ 38ft TDH k ,- � � : � � � � . . �I . ' �� '� , �fl �� Q � �R i i� �l� � , a a� � �� i �� " • ta�� '6 ii �� i�pl � �a � .a �� i �� .a , � � V1/astewater �� .�� u,� �� h,��__ ��;��,. �� : __- � �� n�� Order Impeiler Maximum Locked Rotor KVA Full Load Resistance Power Weight Number HP Phase Volts RPM Diameter (in.) Amps Amps tode Efficiency % Start Line-Line Cable Size (Ibs.) WE031 1 L 1 15 t OJ 30.0 M 54 1 1 9 1.7 WE0318L 208 6.8 19.5 K 51 9.1 4.2 WE0312L 230 4.9 14.1 L 53 14.5 8.0 WE031 1 M 0.33 1 1 5 � 750 5.38 � 0.7 30.0 M 54 1 1.9 �,7 � b/3 56 WE0318M 1 208 6.8 19.5 K 51 9.1 4.2 WE0312M 230 4.9 14.1 L 53 14.5 8.0 WE0511H 115 14,5 46.0 M 54 7.5 1.0 14i'3 60 WE0518H 208 8.1 31.0 K 63 9.� z.4 16/3 60 WE0512H 230 7.3 34.5 M 53 9.6 4.0 WE0538H 200 3.56 4.9 22.6 R 68 NA 3.8 VVE0532H 3 230 3.3 18.8 R 70 NA 5.8 �4l4 60 �ti�E0534H 460 1 J 9.4 R 70 NA 23.2 WE0537H ;0 575 1 4 7 S R 62 NA 35.3 � WE051�1iHH 115= 14i5i °46:0�, M'� 54: Z.5 .w1.0�� 1'4/3�. 60,' WE0518HH 1' 208 8.1 31.0 K 68 9.� Z.4 16/3 60 WE0512HH 230 7.3 34.5 M 53 9.6 4.0 VVE0538HH 200 ^r3'':'88° 4.9 22.6 R 68 NA 3.8 WE0532HH 3 230 3.6 18.8 R 70 NA 5.8 14i4 60 WE0534HH 460 1.8 9.4 R 70 NA 23.2 WE0537HH 575 1.5 7.5 R 62 NA 35.3 WE0718H � 208 17.0 31.0 K bS 9,� Z.4 14!3 70 WE0712H 230 10.0 27.5 J 65 12.2 2.7 WE0738H 0 75 200 4 �� 6.2 20.6 L 64 NA 5J WE0732H 3 230 5.4 15.7 K 68 NA 8 6 14i4 70 WE0734H 460 2.7 7.9 K o8 NA 34.2 WE0737H 575 2.2 9.9 L 78 NA 26.5 WE1018H � 208 14.0 59.0 K 68 9.3 1.1 14,�3 7Q WE10T2H 230 3450 12.5 36.2 J 69 10.3 2.1 WE1038H � 200 44 � 8.1 37.6 M 77 NA 2.7 WE1032H 3 230 7.0 24.1 L 79 NA 4.1 14/4 70 WE1034H 4b0 3.5 12.1 L 79 NA 16.2 WE1037H 575 2.8 9.9 L 78 Na 26.5 tiNE1518H � 208 17.5 59.0 K 68 9.3 1.1 14,�3 80 WE1512H 230 15J 50.0 H 68 11.3 1.6 WE1538H 200 10.6 40.6 K 79 NA 1.9 4.56 WE1532H 3 230 9.2 31 J K 78 NA ��9 14/4 80 WE1534H 460 4.6 15.9 K 78 NA 11.4 VVE1537H 575 3.7 13.1 K 75 NA 16.9 WE1518HH � 5 � 208 17.5 59.0 K 68 9.3 1.1 14,�3 80 WE1512HH 230 15J 50.0 H 68 11.3 1.6 WE1538HH z�d 5.50 10.6 40.6 K 79 NA 1.9 WE1532HH � 230 9.2 31 J K 7& NA z.9 14/4 80 WE1534HH J 460 4.6 15.9 K 78 NA 11.4 WE1537HH 575 3.7 13.1 K 75 NA 16.9 WE2012H 1 230 15.0 49.6 F 78 3.2 1.2 14/3 83 UVEZ038H 200 12.0 42.4 K 78 NA 1.7 � WE2032H 2 3 230 5.38 11.6 4?.4 K 78 NA 1.7 14/4 83 WE2034H 460 5.8 2L2 K 78 NA 6.6 � WE2037H 575 4J 16.3 L 78 NA 10.5 PAGE 3 , / 6��Fi��t�,i�6�9�� 'dA�'1tUt"x�s (ciailons pe� {ninute} ��l6�'t��lE91�T�S Order WE03L WE03M WEOSH WEO7H WEtON WE15H WE05NH WEiSHH WE20H Item No. Description No. 1 Impeller HP 'h '/ �/ 'iF 1 1'/ '/z 1'/z 2 RPM 1750 1750 3500 3500 3500 3500 3500 3500 3500 Z Casing S 86 — — -- — — — — — 3 Mechanical5eal 10 70 63 78 94 — — 58 95 — 4 Niotor Shaft 15 52 52 70 90 103 ( 128 53 93 138 5 Motor 20 27 35 60 83 98 123 49 90 136 6 Ball2earings 0 / 25 5 15 48 76 94 717 45 87 733 7 Power Cable � 30 — — 35 67 88 110 40 83 130 0 35`' — — 22 57 82 103 35! 80 126 8 Casina O-Rinq a 40 — — — 45 74 95 30 77 121 �„,�....,� � 45 — — — 35 64 86 25 74 116 �. �� v 50 — — — 25 53 77 — 70 110 � f/ � x a a� � 55 — — — — 40 67 — 66 103 � „�n� ,�,,,'s+�l. , � � � � 60 — — — — 30 56 — 63 46 �� 65 — — — — 20 45 — 58 89 � 70 — — — — — 35 � — 55 81 � z � •�� 75 — — — — — 25 — 51 74 � �� ° 80 — — — — — — — 47 66 S i� �� 6 90 — — — — — — — 37 49 s � �� „>- - . 100 — — — — — — — 28 30 � � � � � ' 4 $ f � k ;� ,� f 3 DIIVd�8i�5�t9��s � _� (All dimensions are in inches. Do not use for construction purposes.) �� t°'�' �:�_ A 1 _— g�� —� ' � 2 ----. � �E 11'/°—�' � I ROTATION I� 5 ��"�'; I � I. � � 16" � � i 2" NPT r #� 8 iz" � �� !i � � , � I I A '� � � ! 3Y<�� KICK-BACK � �i,-�!� � �1yZ 2$S1 East Bayard Street. Seneca Falls, NY 13748 • Phone: (315) 568-7123 • Fax: (315) 568-7973 • www.gaulds.mm Y Goulds Pumps is a registered trademark of ITT Corporation. � ITT and the Engineered Blocks Symbol are registered trademarks of ITT Manufacturing Enterprises, In�. Copyright !�� 20' i Il T Carporatior 63385 P.�lay, 2011 Printed in U.S.Fl. SPECIFICAI'IONS AHE $UR1EC7' 76 CHANGE WITHOUT MOiIGE. OO 2008 Details Provided by APPIAN Consulting Engineers www.appianengineers.com 06/30/2008 - 3:51:55 PM � GENERALNOTES: � �_ _.� ,k ` 1. Design specifications conform to latest ASTM C1227 specifications "Precast Concrete OUTLET ° r� ; INLET v � Water and Wastewater Structures" ^ -- � ` �� wATER = � 2. Concrete compressive strength 4,000 psi minimum. 0� � � �EVE� ,� o p 3. Steel reinforcing design to conform to the requirements of ASTM C890 specifications for �_ � �� O "Structural Design Loading for Water and Wastewater Structures" and shall utilize grade �� - � FLOW �� o� �� 60 re-bars conforming to the requirements of ASTM A615 or WWF conforming to the �� q °' � � �`* requirements of ASTM A185 or both. Place Additional reinforcing at all openings. � ��^ ��°��°��°� 4. Optional EZ set lid caSt in place. Supplied by Dellinger Precast. To be field adjusted C p �a, w��A' using approved methods by contractor. � L V�1 I�A 5. Pipe penetration locations as per job requirements. Pipe inlet and outlet locations to 24" DIA. ' have PSX Direct Drive boots or equal. Pipe Inlet locaions (typical 3 sides) to be knock � C° out pannels. Effluent Filter supplied by Dellinger. Inlet Tee & Pipe supplied by contractor. /� � 6. Joints to be sealed with ConSeal CS102. butyl rubberjoint sealant or equal. Sealant ,• °� ��' meets or exceeds the requirements of latest federal specification SS-S-0021(210-A), ■ - � AASHTO M-1986, and ASTM C-990-91. ° e 7. Lift Insert / Lift Eye Pin by M.A Industries or equal, . Cast-in by Dellinger Precast. Lifts meet or exceed ,�� OSHA requirements. , ; � 8. Method of namufacture is Wet Cast. �� ' ,� - � � �� i ��,w.� � TOP 9. Sections are monolithic. Weights: ��°��n�-�^°�"� ra��" "� `�� g p � Top Slab 3,134 ± Ibs. ■ �IL/`i� Base Section 9,751 ± Ibs. ' 10. I.D. = Inside dimension NOTES ° ,�,-� ��,* �� ,4� � O.D. = Outside dimension 3& 4 � �,�� ``° �� NOTE 3 L = Length � �° 1 , �. W= Width 1 f "� � 5 � «� � t � .#;; � � .,. • • �. : H = Height � ��' � t�� Q. H ��1 n ° o � p.) W��{p p P _� �, � 3 6" �3 � P �� C OP 6 4° f � •) ---- T o D I M ' S � p � 1 21 @ T ��l � � ,� �D ��E 4" KO INLET � � � �� 6 �F ��.r� �� • (TYP. 3 SIDE) — � �„ ��I �• � TEE - SEE � TP� NOTES 3 & 5 �---------� v � OPTIONAL � ;; 1I3 �� pv� � �� ; ROU N D LI D ; � �� k��'�-�,, ��'�� _ � � .� � NoTE 6 � 22" DIA � ^ �� ,I� ��,�� "� '�� o �� i � � � � � ,�� 2„ WIDE SLOT � �, � O 3" THICK � � i� � BETWEEN TOP � � �� , WALLS TYP. � ; �' � �� ` � � � ��i��y� _., i�. �� _ � SLAB & , ,s ,� co � � ; i � i � i , � �r.�: ' , ii IMPRINT. i �� .v�;� i �, ;� � i � � BAFFLE � ' 20" DIA � z w STB-338 i � E i � �� NOTE 3 � � � 1,500 GaL �i �� y � ��G'� .� �� i :L' , F � v, � �' ..� � � L _ _ _ _ _ _ _ _ _ J � � � ii��.a �,�� T � ! -�� ,�„ ,g �3a (�„p� �� z �'' . � �.�� 4 ��A. Y 4„ OUTLET ` � � i : � T ��°,�� = EFFLUENT �� s i�' � �� ` � /� �,��, HOLES i x �v � �, a �� FILTER ��i� ' :�`�� '� ��e 3"THICK � NOTES � i � �� ,� �, �� ' ' o %' i��l� �' � i $ F� � �� ;� : \ , � � ��'"�� @ 8 � WALLS TYP. 3&5 ` E � t� ,,� �. � �°�,. � �"I �a�vii�'� �� '� � ,� �_� � ��. ¢ ��G�, ' ;��' ;�%�� PF _ , ��, . � , �� +� �- �� 8 „ ��.�� ;`��?` T 6" ; 1 BOTTOM DIM'S 30% LIQUID � � BOTTOM OTH � \ 6 6 ,, � Q.Or) �V 7/2�, � 3 ��15 � SIDES. NOTE 10 `6� ��2 (Q �� / S��iT�� , (lo) D 6 y �0o �t��'�� 9�p ��, Scale: .. Not To Scale � Revision Date: ��I� �� February 2008 Detail # 4531 Norfh Hwy 16 � Denver, N.C. 28037 - Phone: 800-948-1666 • 704-483-2868 - Fax: 704-483-2363 ST-1.500-TS OO 2008 Details Provided by APPIAN Consulting Engineers www.appionengineers.com 06/30/2008 - 3:39:18 PM • �GENERAL NOTES: ,,.;.� �} ::,.�gn�, A��:� ��-� " 1. Design specifications conform to latest ASTM C1227 specifications "Precast Concrete oUTLET r� WLET Water and Wastewater Structures" � � 2, Concrete compressive strength 4,000 psi minimum. o p � � o � 3. Steel reinforcing design to conform to the requirements of ASTM C890 specifications for O— � � � �.- � "Structural Design Loading for Water and Wastewater Structures" and shall utilize grade �� F�Ow � �� 60 re-bars conforming to the requirements of ASTM A615 or WWF conforming to the � requirements of ASTM A185 or both. Place Additional reinforcing at all openings. ��°� ��° �� 4. Optional EZ set lid cast in place. Supplied by Dellinger Precast. To be field adjusted E LEV�►TIOfV using approved methods by contractor. 5. Pipe penetration locations as per job requirements. Pipe inlet and outlet locations to 2 11 _ have PSX Direct Drive boots or equal. Pipe Inlet locaions (typical 3 sides) to be knock I� 4 ��A� � out pannels. Pipe supplied & instailed by contractor. /� � 6. Joints to be sealed with ConSeal CS102. butyl rubber joint sealant or equal. Sealant �' �� `° meets or exceeds the requirements of latest federal specification SS-S-0021(210-A), ■ � AASHTO M-198B, and ASTM C-990-91. ° . 7. Lift Insert / Lift Eye Pin by M.A Industries or equal, 24" DIA. ° Cast-in by Dellinger Precast. Lifts meet or exceed � .�,''� OSHA requirements. � ; _. 8, Method of namufacture is Wet Cast �� 1 �� , � - �� .. 9. Sections are monolithic. Weights: _ �� c L A � Top Slab 2,636 ± Ibs, �■ �7 Fi Base Section 7,453 ± Ibs. ° 10. I.D. = Inside dimension NOTES ' ��,;�° �°�. O.D. = Outside dimension 3& 4 � ""' �� '` NOTE 3 :� _� L = �ength '� � � � W = Width A '� ° � � �:�.� H = Height � ; �;�. d H ��1 '�V . 6'I � o �0 v� O � \ 1 0'� f � ��) � TOP DIM'S _ - �y�� ( �.l �� % � 9 ,� ��,�'� 4" KO INLET �� ^ � �^�w o �� 9 � (TYP. 3 SIDE) — ' !,^ `�"` SEE NOTES CV � � 3&5 lf') .n1 a ' y 7 x , 11 � , ��V .� � , '. � z r `�' �� NOTE 6 � �a� �'�i��"+�� '� � � �li I � I �� _ � I O 3"THICK �,�„,�N�� i � �i,��,,,�, �k: i i � i ry4 ,ti w t � I V�� r_ I � � � � � i� � �� u�J�s� �� I o WALLS TYP. � �.��titi� ��`��,� � ^� �"�` ` ��,� � � � i�^ � i � �a,R � �ti ii - � � � � � u IMPRINT: i �� ;�� ` `��`4� � � ��,,;� � i z w PT-141 i � �� . �" �� ' ' , �� NOTE 3 cn 1500 Gal. � ,� � Q i � �� „ � � i � � �� ' m �, �' '� `�� 7 i `" �6 I � �� _. ` � � y, " 1 . 4" OUTLET � �� ,� � ° � " '�� x � � � � � � �,�� y r - v NOTES � �. � � '�� o ��'�:��° � F�"I�,' � �� ----------, z � � � ,��, ��.s f � �� 3��THICK , OPTIONAL ; � s & 5 �'�� ti� ' s; � ; � � -. �:� � � �� r � � � ��'��'�'�"��'� � WALLS TYP. ; ROUND LID ; � �',� ��; ;�� p�, ,�� :� � i , � ��.��i� � '"'�.�,� �. , iu ��kq �'� a �� ^ : "� kv� ' 26" DIA � � ,�� ,�, � � ' � � �� i��i�� I�� . � � „, � • � �' �� . ; f F~- ; �� O p,) BOTTOM DIM'S � � � �� W � ,1 �„ ��.p.) � �ASE � 24" DIA� � � �� (� � �' � �-----------J 66 '( I , p �� SECTIOfN .� D 9 ��o V�� p �� Scale: ! Not To Sca1e �,_ . �'"� � 0 Revision Date: �� ,� � � � � � �� February 2008 Detail # 4531 North Hwy 16 - Denver, N.C. 28037 - Phone: 800-948-1666 • 704-483-2868 � Fax: 704-483-2363 PT-1.50G-TS SHABELDEEN ENGINEERING, PA 2905 9�� S'IREET PLACE NE • HICKORY, NC • 28601-8400 PHONE: (828) 320-7252 CIVIL/WATER/SEWER/ENVIRONMENTAL shabeldeen�embarymail. com May 16, 201 l Mr. Mike Cash, RS Catawba Co�mty Government 100 A South West Blvd. Newton, NC 28658 SUBJECT: Nguyen Residence — Septic System Control Panel 4528 N. Center Street (PIN 371519517805) Hickory, NC Dear Mr. Cash: This letter is being provided in response to your requirement that the contcol panel have an event counter and timer. The SJE Rhombus IFS Series as specified on the design plans does have an event counter and timer. Any substitute shall be, at a minimum, equal to the SJE Rhombus IFS Series and pre-approved by the Engineer. I appreciate your assistance on this project and look forward to your comments and approval. Please do not hesitate to contact me if you have any questions. Sincerely, ��%�� Enclosures Dan Shabeldeen, P.E. .��;� �HA��LDEEN �`� ENG[NE�R(NG Ltr Cash Nguyen Panel Ethics • Inte�rlty • Engineering Department of Environment, Health, and Natural Resources Sheet: Division of Environmental Health Property ID: On-site Wastewater Section Lot #: SOIUSITE EVALUATION File #: EHPR for ON-SITE WASTEWATER SYSTEM AppID: Owner: Applicant: Address: Date Evaluated: Proposed Facility: Design Flow (.1949) Property Size: Location of Site: Property Recorded: Water Supply: [ x ] Public [ ] Individual [ ] Well [ ] Spring [ ] Other Evaluation Method: [] Auger Boring [ x] Pit [] Cut Type of Wastewater: [ x] Sewage [] Industrial Process [] Mixed P ,, ;,: . , . :,R . . ,. . , . r a � r � r '° , , ,. . . � t .. R • � � ' , � , ^ ., o � � SOIL MORPHOLOGY. , ' � '° :? b '° ° . , � - _ .. } �F � ' ; � � . �. '_ _ _.;�sa�_ - - 6 _`_._ � _ __ �.. ;PROFILE FACTORS_ _`_.�. _. � .j .� �, .1940. , _ ..: ., _ .1942 - � : . � , . �� , . � L � .', Landscape Horizon � :1941 - ` _1941 • ^ � . :`Soil • .1943 0 ,..1956` , 194'4 `; :. ; _ . P .., . . , , � k ` Position/ De th ; Structu�e/ Consistence ' Wetness/ SoiL- '• Sapro ' Restr `�' �Glass "� �#'_ . .; . Slope%o ,_ _(IN.)__ _. _ Texturg. �:; . .Mineralo9Y. � _ : ,.._. .. _ :.`._Color_ �,_ _ � Depth'_(IN ) . . _Glass_ Honz _ _ . . _ & LTAR �': is 0-60 sl sap, cr SE,fr 60 sl ps � .3 Is 04 sl 4-40 c, sbk SE, fr ps 2 40 .3 Is 0-48 c,sbk SE,fr 48 ps 3 .3 Is 0-48 c, sbk SE,fr 4 ps 48 .3 Description Initial System Repair System Other Factors (.1946): �s Available Space (.1945) ps ps Soil Evaluation By: S Bumqarner System Type(s) Ipp50% Ipp Others Present: M Mcbride Site LTAR .3 .3 Site Classification (.1948): �s Site Evaluation By: S Bumgarner Others Present: M Mcbride Sheet: COMMENTS: FILE #: Landscaqe Position GrOUp Texture .1955 LTAR Structure R-Ridge I S-Sand 1.2 - 0.8 SG-Single Grain SS-Shoulder Slope LS-Loamy Sand M-Massive LS-Linear Slope CR-Crumb FS-Foot Slope II SL-Sandy Loam 0.8 - 0.6 GR-Granular NS-Nose Slope L-Loam SBK-Subangular Blocky HS-Head Slope ABK-Angular Blocky CC-Concave Slope III SI-Silt 0.6 - 0.3 PL-Platy CV-Convex Slope SICL-Silty Clay PR-Prismatic T-Terrace Loam FP-Flood Plain CL-Clay Loam SCL-Sandy Clay Loam IV SC-Sandy Clay 0.4 - 0.1 SIGSiIty Clay GClay Consistence Consistence Mineraloqv Moist Wet SEXP-Slightly Expansive VFR-Very Friable NS-Non-Sticky EXP-Expansive FR-Friable SS-Slightly Sticky FI-Firm S-Sticky VFI-Very Firm VS-Very Sticky EFI-Extremely Firm NP-Non-Plastic � � ' SP-Slightly Plastic \� P-Plastic VP-Very Sketch of Soil Evaluation Locations � V \ \^ l� � � v �� Department of Environment, Health, and Natural Resources Sheet: Division of Environmental Health Property ID: On-site Wastewater Section Lot #: SOIL/SITE EVALUATION File #: EHPR-9570 for ON-SITE WASTEWATER SYSTEM AppID: Owner: Applicant: Address: Date Evaluated: Proposed Facility: Design Flow (.1949) Property Size: Location of Site: Property Recorded: Water Supply: [ x ] Public [ ] Individual [ ] Well [ ] Spring [ ] Other Evaluation Method: [] Auger Boring [ x] Pit [] Cut Type of Wastewater: [ x] Sewage [] Industrial Process [] Mixed P ; .-,. . - . ; , � . r r. ,., �. • ' �' , , �r , , „ .. , R , • � . .. - . o - , ' . , . r � ' ', SOIL� MORPHOLOGY'� ° ' b , F �' . : :. ,; _._ °� �_.'.� _:isa� --; °= -- `- - - -., PROFILE FACTORS _ _ , I - ` ,, .1940 ; .. :. ` •`• , ,,. . � . . , ' :. . .1942 ...'. , , . - L �: r Landscape,• Honzon ' .1941 � . „ , `.-.1941 . , " . °" -Soil ` :1943 , `,:1956 ` : -. 1944 � Profle .� - ' ' E F , � - Position/ ``Depth , : St�ucture/ ..' . ; ; Consistence ,. ` " ' 1Netriess/ Soil,� ^ Sap�o ` " - Restr ^ Ciass � #_ _ , _ �_ Slope%o __ __ _(IN_) _. ": _ TextuYe � _.,. _ , Mineralo9Y,,_. ,._ � --_ --,_ r _Colo��•:_ � .�_ .._:.;: Depth ) '__Glass, . •= �_` &'LTAR Is 0-60 sl sap, cr SE,fr 60 sl ps � .3 Is 04 sl 4-40 c, sbk SE, fr ps 2 40 .3 Is 0-48 c,sbk SE,fr 48 ps 3 .3 Is 0-48 c, sbk SE,fr 4 ps 48 .3 Description Initial System Repair System Other Factors (.1946): �s Available Space (.1945) ps ps Soil Evaluation By: S Bumgarner System Type(s) Ipp50% Ipp Others Present: M Mcbride Site LTAR .3 .3 Site Classification (.1948): �s Site Evaluation By: S Bumgarner Others Present: M Mcbride Sheet: COMMENTS: FILE #: Landscape Position GrOUp Texture .1955 LTAR Structure R-Ridge I S-Sand 1.2 - 0.8 SG-Single Grain SS-Shoulder Slope LS-Loamy Sand M-Massive LS-Linear Slope CR-Crumb FS-Foot Slope II SL-Sandy Loam 0.8 - 0.6 GR-Granular NS-Nose Slope L-Loam SBK-Subangular Blocky HS-Head Slope ABK-Angular Blocky CC-Concave Slope III SI-Silt 0.6 - 0.3 PL-Platy CV-Convex Slope SICL-Silty Clay PR-Prismatic T-Terrace Loam FP-Flood Plain CL-Clay Loam SCL-Sandy Clay Loam IV SC-Sandy Clay 0.4 - 0.1 SIC-Silty Clay GClay Consistence Consistence Mineraloqv Moist Wet SEXP-Slightly Expansive VFR-Very Friable NS-Non-Sticky EXP-Expansive FR-Friable SS-Slightly Sticky FI-Firm S-Sticky VFI-Very Firm VS-Very Sticky EFI-Extremely Firm NP-Non-Plastic � � ' SP-Slightly Plastic \� P-Plastic VP-Very Sketch of Soil Evaluation Locations � V \ \n � \ � V ��