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RBPR-07-2014-19565.TIF
Contractor THIS IS NOT A PERMIT Case # RBPR-07-2014-19565 ,1% r , o f. CATAWBA COUNTY HEALTH DEPARTMENT DjO PLAN REVIEW APPLICATION FOR ENVIRONMENTAL SERVICES •L ' ` • 4 , % Residential Building Plan Review - Building New • T,. A UTH CONS T * JCM CUSTOM HOMES, LLC (JUSTIN MORRISON), 1998 KIRSTEN ST, NEWTON NC 28658 C:828 -217-3862F:8289707475 JCMCUSTOMHOMES@GMAIL.COM Owner TERRY COOKE, 908 38TH AV NE, HICKORY NC 28601 C:828-238-5226 NAME TO APPEAR ON PERMIT Terry Cooke SITE ADDRESS: 3025 44TH AV DR NE, HICKORY NC 28601 PIN # 372516840397 NAME of SUBDIVISION: CATAWBA SHORES SECTION 1 Lot # 7 A Section/Block PROPERTY SIZE: Square Feet Acres 0.88 DIRECTIONS: Springs Rd to Sulphur Springs Rd / go 2 miles / left 44th Ave Dr NE/ lot is 1 mile on right PRIMARY CONTACT: Contractor SEWER TYPE: Septic Tank GALLONS PER DAY: 480 WATER SUPPLY: Public Water DESCRIBE WORK: 2 story dwelling w/ attached garage w/ finished basement area SITE INFORMATION Do any of the following apply to the property for which this application is applied? If the answer to any of the questions below is "YES", then supporting documentation is required: Does this site contain any jurisdictional wetlands? No Does this site contain any existing wastewater systems? No Is any of the wastewater going to be generated on the site other than domestic sewage? No Is the site subject to approval by any other public agency? Yes Are there any easements or right-of-ways on this property? No APPLICATION FOR: New Structure STRUCTURE TYPE: PRIMARY RESIDENCE FACILITY TYPE: Single Family Residence OTHER DESCRIPTION: DESCRIPTION OF vacant lot EXISTING STRUCTURES ON SITE (IF ANY) DIM EXISTING STRUCTURE: NUMBER OF EXISTING BEDROOMS: # OF OCCUPANTS: 4 PROPOSED CONSTRUCTION NEW STRUCTURE DIM:: 75 x 65 # OF NEW BEDROOMS:: 4 BASEMENT? Yes BASEMENT FIXTURES? Yes PLUMBING REQUIRED? Yes Desired system types (Improvement Permit or Authorization to Construct): ACCEPTED: ALTERNATIVE: CONVENTIONAL: OTHER: INNOVATIVE: ANY: YES Other described: E9-ehapplication 07/22/2014 10:36 Page 1 of yS�A r, CATAWBA COUNTY Case # RBPR-07-2014-19565 Q G Public Health Department Subdivision r � CATAWBA SHORES SECTION Environmental Health Division PIN# 372516840397 PO Box 389, 100-A Southwest Blvd, Newton, NC 28658 1842 5M NAME ON PERMIT: ( TERRY COOKE), 908 38TH AV NE, HICKORY NC 28601 ( Terry Cooke) Site Address: 3025 44TH AV DR NE, HICKORY NC 28601 Property Size: Square Feet Acres 0'88 Directions: Springs Rd to Sulphur Springs Rd / go 2 miles / left 44th Ave Dr NE/ lot is 1 mile on right Improvement Permits issued as a result of this information are valid for 5 years or may be non -expiring under certain specified conditions. An Authorization to Construct issued by this department is valid for (5) five years from the date issued and is not transferable; Improvement Permits and Well Permits are transferrable. Permits may be revoked if the information on this application, site plans or intended use changes for the proposed facility. I have read this application and certify that the information provided herein is true, complete d c rrect. Authorized county and state officials are granted right of entry to conduct necessary inspections to determine compliance with applicable laws nd/�ule I un ers nd that I am solely responsible for the proper identificatio,� �7d la lin of all property lines and corners and making the site access e c et site evaluation can be performed. Date: `,/(� (may Signature of Applicant or Age i An 4vironmental Health Specialist will contact you wi�hin working d ys dt application date. If you need further information or assistance ease call 82466-7291 AREA2 MINIMUM SETBACKS FRONT: 30 SIDE: 15 FEENAME Authorization to Construct Fee (New/Expansion) Fee TOTAL FEES , j REAR: 30 MAX HEIGHT: . a :DATE FEE AMOUNT 07/22/2014 $300.00 FEES ARE NON-REFUNDABLE ONCE A SITE VISIT IS MADE OR $300.001 WORK ON A PLAN REVIEW HAS COMMENCED SYSTEM REDESIGN AND/OR RETRIP WILL INCUR AN ADDITIONAL CHARGE (SEE FEE SCHEDULE) E9 - chapplication 07/22/2014 10:36 Page 2 of 4 THIS IS NOT A PERMIT q LI. TVY k CATA` BA COUNT' HEALTH DEPARTMENT Application for Environmental Services Page 1 Improvement Permit ❑ Authorization to Construct IV Septic Repair ❑ Septic Malfunction ❑ Septic Expansion ❑ New Well Permit ❑ Replacement Well ❑ Well Abandonment ❑ Well Repair ❑ Existing System Inspection (Pre -Approval Required) ❑ Application is for New Construction ❑ Existing Facility ❑ ( j Property Address _� (� `�,Ci �-{`� U Subdivision Lot # j Acres g Driving Directions to Property S NAME TO APPEAR ON PERMIT] Owner Applicant Contact Information Name < 1 C -H C� �O K 4 r-, r -, Address Phone Section/Bl k/ base ❑ Applicant O'Contractor Cell Phone Owner Contact Information Name rry eg-rkC Address t Phone Contractor Contact Information Name n Address Phone Cell Phone Cell Phone WHO WILL BE THE PRIMARY CONTACT? ❑ Owner ❑ Applicant ❑ Contractor Description of Existing Structures on Site 0e-0 # of Bedrooms * fi -� Structure Dimension K (o # of Occupants �l Basement Yes ❑ No Basement Fixtures _ Yes No The Applicant shall notify the local health department upon submittal of this application if any of the following apply to the property in question. If the answer to any question is "yes", applicant must attach supporting documentation. • Yes 64� Does the site contain any jurisdictional wetlands? • Yes 10 Does the site contain any existing wastewater systems? • Yes - No� Is any wastewater going to be generated on the site other than domestic sewage? • Yes'NIs the site subject to approval by any other public agency? 15 Yes 0 Are there any easements or right of ways on this property? Describe Existing water /Cip supply in us lu Water clivi ual Well Is❑a ommunis _..._� `© �Community We ❑ Semi -Public Well E: ty ty ip p watersupply available? ** es El No If applying for an Improvement Permit or Authorization to Construct, Please Indicate Desired System Type(s): L (systems can be ranked in order of your preference) 13 Accepted 0 Alternative ❑ Conventional ❑ Innovative ❑ Other 11 Any CATAWBA THIS IS NOT A PERMIT COUNTi' CATAWBA COUNTY HEALTH DEPARTMENT Application for Enviromnental Services Page 2 Pro ed Facility Type Primary Residence New Residence ❑ Addition to Residence # of New Bedrooms *t Project Description 0 bu-) �J n 6-( e- Structure Dimens s (,S � t?S # of Occupants Basement Yes ❑ No Basement Fixtures 0 Yes No ❑ Accessory Structure(s)..:�_...,......_...._.,�..,.....:,.. Describe # of New Bedrooms *t if applicable Structure Dimensions # of Occupants Accessory Dwelling ❑ Yes ❑ No Plumbing ❑ Yes ❑ No Describe Plumbing Needed ❑ Mult-Famiy..Rside. snce" #_U_'n;tts"... �, �.........�.. ,.:.�..#B" e.d.r. oo,.m_sspe.r U_ntt*fs__�..... - --- ---. — -- Total # Bedrooms *t Structure Dimensions ❑ Food Service"—Specify Type----- # Seats Floor Space -Entire Food Service Facility (Sq Ft) # Employees per Shift # of Shifts Dining Area (Sq. Ft.) ❑ Business Specific Type of Business Retail Floor Space # of Employees per Shift # of Shifts Other... _ ._ .. . ._ ... � .. .__.�......, _._ ...., ... , ....__._ ..,.. ,....:,.. .. Facility Type Specify If Church # of Seats Kitchen ❑ Yes ❑ No If Daycare Specify Occupancy ;, ... �__..,-.,..._.,.uction/Abandonment/Repair..._....�._,-.._.�.....a---.a..,r,._r-._.........._.......,...,�.�.._�.........-_...w.,, . Application for Well Constr -� Proposed Well Type ❑ Individual Well ❑ Semi -Public Well ❑ Community Well Abandonment Type ❑ Drilled ❑ Bored ❑ Dug ❑ Unknown Well Repair Requested ❑ Yes ❑ No Describe Calculated Design Flow, Commercial t Additional information may be required to determine design flow from certain facilities. This value will be determined during consultation with on-site staff. *Any room that will be intended for sleeping at the time of construction or for future consideration should be noted as a bedroom and counted on all applications. The number of bedrooms will be confirmed by rooms identified on house plans as a bedroom at the time of building permit issuance. This may prevent the need for septic system size increase in the future. f If structure is plumbed but no bedrooms, calculated design flow is required. ** If No, a well permit must be issued with the Authorization to Construct. SYSTEM REDESIGN AND/OR RETRIP WILL INCUR AN ADDITIONAL CHARGE (SEE FEE SCHEDULE) Improvement Permits issued as a result of this information are valid for 5 years or may be non -expiring under certain specified conditions. An Authorization to Construct issued by this department is valid for (5) five years from the date issued and is not transferable; Improvement Permits and Well Permits are transferrable. Permits may be revoked if the information on this application, site plans or intended use changes for the proposed facility. I have read this application and certify that the information provided herein is true, complete and correct. Authorized county and state officials are granted right of entry to conduct necessary inspections to determine compliance with applicable laws and rules. I understand that I am solely responsible for the pir identification d labeling of all property lines and corners and making the site accessible so that a complete site evaluation)v& be�performed. Signature of Owner or Agent \ Date '� W(`I Printed Name of Owner or Ageii� L}�E��A � [I(-) c ,' Sd � CATA.WBA COUNTY x North Carolina To: Terry and Harriet Cooke Catawba County Public Health www.catawbacountync.gov/environmeiitallieatth Environmental Health P.O. Box 389, 100-A South West Blvd., Newton, NC 28658 Phone (828) 465-8270. Fax (828) 465-8276 Memorandum From: Michael Cash, Environmental Health Supervisor Date: May 15, 2014 Subject: Permit Extension Addendum for Expiring Septic Permits at 3025 44th Ave Dr. NE Hickory, NC; PIN4372516840397; Catawba County Permit WLS2007-00730 In accordance with State Law 2010-177, effective August 5, 2010, your Improvement Permit referenced above, expiring July 25, 2013, is granted an extended expiration date. Your neN% expiration date will be December 31, 2016. This Addendum will remain with your existing permits on file. Please note that the Improvement Permit is transferable to any future owners of the property and that the permit is valid only so long as the property boundaries, site plan, site conditions, and wastewater flow remain unchanged. QZpaa� C °Health "Leading the Way to a Healthier Community" acged�i d ' �� o:parunen�b� m� aooe-xoii fib, CTAWBA COUNTY Case # WLS2007-00730 Public Health' Department '' Environmental Health Division Subdivision CATAWBA SHORES PO Box 389, W) -A Southwest Blvd, Newton, NC 28658 Seet/BLiPhlLot # 1 7A (828) 465-8270 FAX (828) 465-8276 TDD (828) 465-8200 PIN# 372516840397 Applicant/Owner TERRY COOKE & HARRIET COOKE naS d- s / Site Address: 3025 44TH AV DR NE HICKORY NC J' Property Size: SF .88 ACRES Directions: Highland AV going east/ LT Springs RD/ LT Sulphur Springs RD/ LT 44th AV DR NE/ lot on right just before cul-de-sac Improvement Permit Permit Valid For: Five years V_ No Expiration Facility (Residential): House I House X Mobile Home Multi -Family Bedrooms _. 4 .._ New? ✓ Addition? Projected Daily Flow 49D g.p.d Water Supply Private Well? Public? ,t/` Semi -Public? „ Basement: Y __ Basement Plumbing: N HotTub/Spa: Y Special Fixtures (explain): Proposed Wastewater System: LOw p+srJ✓Yum p, n/- Type: Proposed Repair: prig Permit Conditions: ;L4r"tp,� n t �rml}ai-sid R., dt raR t ry rtem .rl ysc ter Svd� ,,11 1-11( ha✓e {�. it!i.rl �ry �ha�✓13CIr ���' fi Lin �2 rJJvuW. Owner or Legal Representative Signature: �; _-('c�c�kAQ Date: Authorized State Agent: �� Date: 7-7,,j =o 8' The issuance of this permit by the Health Department does not guarantee the issuance of other permits. It is the responsibility 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 Sewage Treatment and Disposal Systems' (15A NCAC 18A .1900). Neither Catawba County nor the Environmental Health Specialist warrants that the septic tank system will continue to function satisfactorily for any given period of time. 1 mi ii . .n1. 4—,1 iii.iui, Al . , u .. . ..m... i I, A.,- i. , mo.,„ I -l .r... .....1.111 11 . ."I Authorization to Construct Wastewater Svstem (Required for Buildinq Permit) * See site plan and additional attachments (__----J. Proposed Wastewater System: Type: Wastewater Flow g.p.d New_ Repair Expansion Soil LTAR: a.p.d./ft2 Type of Facility: Basement: _..Y— Basement Plumbing: N HotTub/Spa: _ Y Special Fixtures (explain): Wastewater Svstem Requirements Tank Size: Septic Tank gal Pump Tank gal Grease Trap gal Drainfield: Total Area: scl ft Total Length: ft Maximum Trench Depth in Trench Width ft Minimum Soil Cover in Minimum Trench Seperation ft Distribution: Distribution Box Serial Distribution Pressure Manifold LPP Other Additional Specifications: Authorized State Agent: Date: Permit Expiration Date' I have read and accept the specifications and all conditions of this permit as indicated. Owner or Legal Representative Signature: Date: Form B r. \TiJcrnnrA1FormsV wlSnon. rnr CATAWBA COUNTY /' y; •�\ public Health Department Case # WLS2007-00730 Environmental Health Division Subdivision CATAWBA SHORES PO Box 389, l Ob -A Southwest Blvd, Newton, NC 28658 Sect/BUPh/Lot # 1 7A (828) 465-8270 FAX (828) 465-8276 TDD (828) 465-8200 PIN# 372516840397 Applicant/Owner TERRY COOKE & HARRIET Site Address: 3025 44TH AV DR NE HICKORY NC Property Si SF _.88 ACRES Directions: Highland AV going east/ LT Springs RD/ LT Sulphur Springs RD/ LT 44th AV DR NE/ lot on right just before cul-de-sac L _I16111 Improvement Permit IM Authorization To Construct SITE PLAN Well Permit 5(.r;�,,L7 P_d 1A4;p a,� �, f 7 � �k7ukbH f��✓�J/ J�V //0- IS39-07 o6 Scale System components represent approximate contours only. The contractor must flag the system prior to beginning the installation to ensure that proper grade is maintained. Do not install system under wet conditions. This permit is subject of revocation if the site plan or site conditions are altered. Authorized State Agent Date Form C r: \TidrmnrAl FnrmsV {VLSnnn. m! F, Dr,;jewmENT OF ENVIRONMENT AND NATURAL RESOURCES OF ENVtRONMENTAL HEALTH ON-SITE WASTEWATER SECTION I Sheet — of— PROPERTY ID #: COUNTY: SOIL/SITE EVALUATION '2je0-7- -Oo-73.0 for ON-SITE WASTEWATER SYSTEM OWNER. - 40L, APPLICATION DATE ADDRESS: . DATE EVALUATED: PROPOSED FACILITY. PROPOSED DESIGN FLOW (.1949): t 9 0 PROPERTY SIZE: . LOCATION OF SITE: PROPERTY RECORDED: WATER SUPPLY: 0 Private 0 Public 0 Well 0 Spring 0 Other EVALUATION METHOD: 0 Auger Boring Q' Pit 0 cut TYPE OF WASTEWATER: 0 Sewage 0 Industrial Process 0 Mixed .................... ........ ...... ........... ................. . - - ? t ...................... ............................... ............ .............. .............. .......................... ........ ... ........... ............... ...................... .. ....... ......... ................. . . . ......... ............. ...... ....... ............ ........... .. ............ ............ ::,: ". ............... ............ ........ N.......... ............................. .... ...... .............. .... ............... ........... ..... ........................ . 0 iU........... ....... ..... ....... ....... .......... . ............................ ............. .......... 9 . ...... ........... .. ...... ............. g1ST. CE b PT. ...................... ........ E .... ...... ....... T ........... .............. .... ..... :::::::4:::::::::::::::: ........ ..... ...... ...... .......................................... ...... .... ....... .................................. ............. ....... ................................... z -w At - 1 1 b L 11A 3 f k 1< A I Z n y fil ?'7t- I ne� �,.� 4 '71- 4 5 �r� It�I c L DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM OTHER FACTORS (.1946): Available Space( 1945) SITE CLASSIFICATION (.1948}: EVALUATED BY: System Type(s) OTHER(S) PRESENT: Site LTAR ,OMM.ENTS: 16 11 1,11A. , .1 1 11N.ILAI I 1 11 ., 11 h, PfV LEGEND use th_ffollowing standard abbreviations •--- -- - -... ...... A..A w'6. 16y6,,..- SOIL CONVENTIONAL LPP . f — MIN'ERALOGY/ ow�tiruauas�rus�i LANDSCAPE POSITION GROUP TEXTURE .1955 LTAR' .1957 LTAR* CONSISTENCE STRICTURE CC (Concave Slope) I S (Sand) 1.2-0.8 0.6-0.4 NEXP (Non -expansive) G (Single Grain) CV (Convex Slope) LS (Loamy Sand) SEXP (Slightly Expansive) M (Massive) D (Drainage Way) EXP (Expansive) CR (Crumb) DS (Debris Slump) 11 SL (Sandy Loam) 0.8-0.6 OA -03 GR (Granular) FP (Flood Plain) L (Loam) SBK (Subangular Blocky) FS (Foot Slope) ABK(Angular Blocky) H (Head Slope) III SCL (Sandy Clay Loam) 0.6-03 0.3-0.15 PL (Platy) L (Linear Slope) SiL (Silt Loam) PR (Prismatic) N (Nose Slope) CL (Clay Loam) R (Ridge) SiCL (Silty Clay Loam) MOIST WET S (Shoulder Slope) Si (Silt) T (Terrace) VFR (Very Friable) NS (Noo-stirky) IV SC (Sandy Clay) 0.4-0.1 0.2-0.05 FR (Friable) SS (Slightly Sticky) Sic (Silty Clay) F1 (Firm) S (Sticky) C (Clay) VFI (Very Firm v. Very Sticky) VS (Very Sticky) O (Organic) None EFI (Extremely Firm) NP (Nonplastic) SP (Slightly Plastic) *Adjust LTAR due to depth, consistence, structure, sell wetness, landscape, position, wastewater flow and quality. P (Plastic) NOTES VP (Very Plastic) HORIZONDEFTH In inches below natural soil surface DEPTH OFFZL In inches from land surface RESTRICTIVEHORIZON Thickness and depth from land surface SAPROLITE S(suitable) or U(unsuitable) . SOIL WETNESS Inches from land surface to free water or inches from land stufaee to soil colors with chroma 2 or less -record Munsell color chip designation CLASSIFICATION S (Suitable), PS (Provisionally Suitable), or (Unsuitable) Evaluation of sapmlite shall be by pits. Long -tern Acceptance Rate (LTAR): gallday/Itr Show profile locations and other site features (dimensions, reference or benchmark, and North). DENR (######) Review (####1) July 16, 2008 Catawba County Environmental Health Department Post Office Box 389 Newton, North Carolina 28658 Attention: Mr. Robbie Phelps, R.S. Reference: Summary of Technical Assistance Provided for Septic System Permitting Catawba County, N.C. S&ME, Inc. Project No. 1588-07-061 Dear Mr. Phelps: S&ME, Inc (S&ME) has provided technical assistance in regards to the soil evaluation and septic system layout for the above referenced property in the Catawba County, North Carolina. The evaluation was performed in general accordance with S&ME Proposal No. 1588-07-PO84 dated July 30, 2007 and Letter of Authorization 01-08 dated April 4, 2008. All work was done in accordance with the "Laws and Rules for Sewage Treatment and Disposal Systems (15A NCAC 18A .1900)". BACKGROUND AND SUMMARY OF RECOMMENDATIONS The referenced property is located off of 44'h Avenue Drive'N. E. in Catawba County, North Carolina. The referenced property has been evaluated by Catawba County Environmental Health Department (CCEHD) for an Improvement Permit (IP) and currently has not been approved for an IP. After their initial evaluation, the CCEHD requested that Shurford Development seek the assistance of a NC Licensed Soil Scientist in order to proceed in possibly obtaining the desired IP. S&ME Soils Scientists conducted a soil scientist evaluation on the above referenced tract for the potential of an alternative subsurface wastewater treatment and disposal system on August 22, 2007. S&ME.Soil Scientists presented their findings and recommendations in the report Soil Scientist Evaluation Potential for Alternative WWT and'Disposal System, Catawba Shores Lot 7a, Catawba County, N.C., S&ME, Inc. Project No. 1588-07-061, dated October 9, 2007. In April, 2008 Shurford Development requested that S&ME provide further technical assistance in possibly obtaining an IP for the above referenced tract. S&ME Soil Scientists met with CCEHD Specialist Robbie Phelps on May 6, 2008 on the lot to review and discuss the lots limitations and options with regards to an Improvement Permit for the proposed 4 bedroom home site. S&ME, INC. / 385 Timber Road, Suite 104 / Mooresville, NC 28115-7899. / p 704.662.8625 1704.662.8735 / www.smeinc.com Technical Assistance SWE Project No. 1588-07-061 Catawba Countv — Catawba Shores Lot 7A July 16. 2008 S&ME Soil Scientists and CCEHD Specialist Robbie Phelps reviewed the backhoe pits previously dug on the lot, the proposed house plan, and a proposed system layout for a Low Pressure Pipe septic system. After the review, Mr. Phelps verbally agreed that a Low Pressure Pipe septic system could be utilized with a 0.125 gallons per day per square foot Long Term Acceptance Rate in the area S&ME Soil Scientists had flagged for the proposed drain lines with pin flags. However, due to the proposed house plan and house location Mr. Phelps requested that the pin flags be surveyed and a detailed site plan be developed in order to help determine if sufficient available space was present for repair area on the lot utilizing a Pretreatment Drip System with a LTAR of 0.125 gallons per day per square foot. Carl D. Bunton & Associates surveyed the pin flags for the proposed Low Pressure Pipe -primary-system-(Eigum Soil I Scientists then developed a potential site plan using the located pin flags and desired house plan (Figure I). This preliminary site plan -- was presented to the CCEHD and Mr. Harry McComb (agent for seller) for review before completing the design of the Low Pressure Pipe system. Mr. Phelps verbally agreed that this site plan would work, but he needed a detailed design of the Low Pressure Pipe System before issuing an IP and Authorization to Construct. After our May 2008 meeting with the CCEHD, there was some confusion between the buyer and seller about who was going to be responsible for the remaining work required to obtain the Improvement Permit. After emails and phone conversations with Mr. Harry McComb in early July 2008, Mr. McComb stated the seller would be responsible for work necessary to obtain the Improvement Permit. In a phone conversation with Mr. Phelps on July 15, 2008, Mr. Phelps stated the CCEHD could issue the septic Improvement Permit without the full Low Pressure Pipe design, but requested soil profile descriptions from S&ME. A Low Pressure Pipe design will be necessary to obtain the Authorization to Construct, which is required to obtain a building.permit. In summary, S&ME is submitting the proposed site plan showing the location of the proposed 4 bedroom home, the primary Low Pressure Pipe septic system, and the proposed drip repair area. Also attached is the location of the backhoe pits in the septic area and our soil profile descriptions reviewed with the CCEHD on May 6, 2008. It is our understanding that an Improvement Permit for the lot can be issued after the CCEHD has reviewed this information. CLOSING This report and previous documents from S&ME do not constitute or imply approval for pen -nit, as required by the CCEHD. S&ME recommends that any potential buyer obtain an IP from the CCEHD before closing due to the soil and site difficulties associated with permitting this lot. Soil evaluations are done based on interpretations of the rules Soil Scientist Evaluation Catawba Countv — Catawba Shores Lot M SWE Project No. 1599-07-061 Julv 16 2008 governing wastewater treatment and disposal systems and are not guarantees for site approval or system performance. If you have any questions or comments or require additional information please contact us at your convenience. Sincerely, S&W, Inc. Jacob Presley, L.S.S. Project Professional Senior Reviewed By: RPW Paul Penninger, L.S.S. Project Manager Attachments: 1. Site Plan showing proposed house and septic system locations 2. Soil Profile Descriptions cc: Harry McComb SA158811588 REPORTS1Reports.0711588-07-061 Shurford DevelopmenU1588-07-061 Shurford Soil Report(3)July 16, 2008.doc 3 Design Specifications for Lot 7a Catawba Shores Daily Design Flow: 480 gpd Number Bedrooms: 4 bdr. Basement or Crawlspace: Basement Septic Tank Size: 1000 gal Pump Tank Size: 1000 gal Primary System Loading Rate: 0A25 gpd/ft2 Primary System: Low Pressure Pipe Number and length of laterals: to be determined when designed Total ft. of primary system: 768 ft required Repair System Loading Rate: 0.125 gpd/ft2 Repair System! Pretreatment Drip Total area of repair 3840 sq. ft. required S&ME, INC. L Soil Wetness Horizon Depth I SITE/SOIL EVALUATION Saprolite Color Munsell I R I r Texture I I L Project No. �� _ S1.,1�� Phone No. Daft4 I ►�\cu}v��/Ai \'A (mak Location Pin County: ILA Property Size Nose Slope Proposed Facility: LA- i?0 Water Supply: On:�Site Well ❑ Evaluation: Auger Boring ❑ Community ❑ Pit T Public 11Cut P ❑ Weather: Antecedent Moisture Surface Water: pr FACTORS PROFILE C I PROFILE n Landscape Position % L Soil Wetness Horizon Depth I _ Restrictive Horizon" Saprolite Color Munsell I R I r Texture I I L Structure I ►�\cu}v��/Ai \'A (mak 1 Consistence I I N Nose Slope sg H Boundary Horizon Depth 11 Color — Munsell Texture Mottles Structure Consistence Boundary Horizon Depth III Color— Munsell Texture Mottles Structure Consistence i Boundary Horizon Depth IV Color— Munsell Texture Mottles Structure Consistence G 4J Gti,J. _ f Sf, of �- I G J _ Boundary _ aQ() 1 P ♦ S __r `'� I p �j Soil Wetness I _ Restrictive Horizon" Saprolite i. LTAR 1 -r Classification P1 r• / L o 1 -— - - 14 Slope- ._ I I N Nose Slope PROFILE a�- M r� n ;tel ,acs•_ < j �a�.. `'? Com• I •1�i1'� I PROFILE q Np LEGEND S.p LANDSCAPE POSITION IK ^ I R Ridge Interfluve O�ve��v S Shoulder P1 r• / L Linear Slope 1 -— - - —I S - --Fuoi Slope- ._ I I N Nose Slope sg H Head Slope massive Cc Cv Conclave Slope Convex Slope gr T Terrace subangular blocky P Flood Plain Flur C'C TEXTURE pr s sand SS F Fr I Is Loamy sand sl sandy loam I loam vim} it si silt sil silt loam �•�. 1 sicl silty clay loam cl clay loam r I scl sandy clay loam sc sandy clay sic silty clay c clay CONSISTENCE WET Ns non -sticky J Ss slightly sticky S sticky Vs very sticky Np non -plastic S.p slightly plastic P plastic Vp very plastic MOIST vfr Very friable fr friable fi fi nn t vfi Very firm STRUCTURE sg single grain to massive cr cnimb gr granular sab subangular blocky ab . angular blocky pl platy pr prismatic S&ME, INC. SITE/S®II. EVALUATI®N CAS tS�1�� c� Project NoPhone No. Date: Location 1 Pin County: Property Size Proposed Facility: Water Supply: On -Site Well ❑ Evaluation: Auger Boring ❑ Community ❑ Pit [�^ Public ❑ Cut ElWeather: Antecedent Moisture Surface Water: FACTORS - Landscape Position % Horizon Depth I �olor Munsell Texture - 3tructure consistence 3oundary Jorizon Depth II �olor— Munsell texture vlottles structure :onsistence 3oundary -iorizon Depth III :olor — Munsell texture vlottles structure :onsistence 3oundary -lorizon Depth IV :olor— Munsell j exture Bottles structure :onsistence 3oundary soil Wetness Zestrictive Horizon iaprolite .TAR :lassification . PROFILE S PROFILE L I I �-U PROFILE lI � I a r ---I---= -Fid —� PROFILE i (_ r _ ! c �. Q I R Ridge Inter(luve S Shoulder '--u r I L Linear Slope Foot Slope I — I ��W I I C1\1) C"\_J C, Y Cc Conclave Slope — PROFILE i (_ I LEGEND – G I LANDSCAPE POSITION Q I R Ridge Inter(luve S Shoulder '--u r I L Linear Slope Foot Slope I — iS N' Nose Slope-- – H Head Slope C, Y Cc Conclave Slope — I Cv Convex Slope T Terrace I I P Flood Plain I TEXTURE M5.k s sand Is Loamy sand sl sandy loam 1 loam si silt sil silt loam MtnTl P I sicl silly clay loam cl clay loam set sandy clay barn I S,_ sc sandy clay lsic silty clay c clay CONSISTENCE WET JNs non -sticky Ss slightly sticky S sticky Vs very sticky I I Np non -plastic Sp slightly plastic I P plastic Vp very plastic MOIST vfr Very friable l tr ftiable fi firm y 3 I vfi -Very firm STRUCTURE sg single grain -- In massive cr crumb gr granular sab subangular blocky • ab angular blocky pl platy pr prismatic S&MME, INC. -Q-_,SITE/SOIL EVALUA'T'ION Project No. �rtz,, Alt,( Phone No. Dat n- 6 Location / Pin County: A Property Size Proposed Facility: Weather: FACTORS Landscape Position % Horizon Depth I Color Munsell Texture Structure -Consistence-- Boundary --� i Boundary Horizon Depth 11 I Color — Munscll I Texture Mottles li Structure Consistence I Water Supply: On -Site Well Community Public Antecedent Moisture PROFILE PROFILE �> PROFILE L i Q'7 >3 n.� r � r�:• � r I Boundary I Horizon Depth Ill Ridge Interlluve S Color— Munsell L Linear Slope Texture -Foot-Slope-----._. _ Mottles Nose Slope Structure Head Slope Consistence I Boundary I Horizon Depth IV Convex Slope Color— Munsell T Texture Mottlesr� Flood Plain Structure N { Consistence sand Boundary Soil Wetness Restrictive Horizon Saprolite LTAR Classification I �5 F'< 'ZS" 1J?•P R l I r1.LJ I M1LiYc?i'.�A I I ❑ Evaluation: Auger Boring ❑ ❑ Pit [� ❑ Cut. ❑ Surface Water: PROFILE 1 LEGEND LANDSCAPE POSITION R Ridge Interlluve S Shoulder L Linear Slope ---I—S--- -Foot-Slope-----._. _ N Nose Slope H Head Slope Cc Conclave Slope Cv Convex Slope T Terrace P Flood Plain ITEXTURE s sand Is Loamy sand sl sandy loam I loam si silt sil silt loam sic] silty clay loam cl clay loam scl sandy clay loam sc sandy clay sic silty clay c clay CONSISTENCE WET Ns non -sticky Ss slightly sticky S sticky Vs very sticky INp non -plastic I Sp slightly plastic P plastic Vp very plastic I OIST vfi- Very friable G friable fi firm vfi Very firm (STRUCTURE sg single grain in massive cr crumb gr granular sab subangular blocky ab angular blocky pl platy pr prismatic 9 BLUE FLAGS d 72 WHITE F G PINK FLAGS 108' t ORANGE FLAGS 122' Ct' WHITE FLAGS 132' REO F 140' 0 GS 140' W 0 C14 00 Ln I-- 1,50 Sq' Area . C50 R 3,450 Sq. Ft. pr;p Repair Area YJ 'a N N it N h J 58.00' S 20'09' 15.. d--- W 238,101 m 330 S-3032 yvhJirt3Jr. 2! vtL, 2b,i r1,. ZCNING: R-2 5��5: "FRONT. 30' SHUFORD DF SIDE: 15, REM: 30• CLINE CATAWBt' DATE: 4/1 FRN f REFERENCE C REFERENCE DRAWN 1 43T11A>, E11° ! ME `•'1 C.l 1 .4•D11rrt~• 04-1 C30 ACRF C, V `i)t LAKE HICKORY ' [ — CLKw+. .01E tHS 0.S•]03t NO:x: Ufa wKp � faYC55 t lila Tb} 1 V DuM NoVM CAAC. aNamp r, 10TAity arc\ {? .. nere-Y creep ouxt crH Pt:.+ an tris pw: a4 .ve.tt. Cteya. er Sf'K'f'�' :rd+ataa oe "ar�.'at.. • ryt m+ +rrw. awcl+<N`er uu J �'A l - • •.9rJ, C.tRgLtct r, :- •Caeporcle S.si Zld g est/1Nt.� CDuaF BFM+.G DSinti 4�cr -'- Ds•*rl:-r, $!O :? E-] 5 45•Sd'38-C ix.5 t' q4£5 S 13•iii o7 -w 75.1)' 1D201...e01t70' 4 s=ii - tt.-56 6•]230 20 SS 2 ,-3o,2 A.'4 e'*f+' w q• :sty,*� saV�aO�yy��i ; 811x� Cl:R.t ftJC�f45 i4`"('A: ti!IDM Ditt. �<�. X511;1N11V45�5'` C-1 515.15' 15.00` 30.14' 3.2131• 11`OS'W ]0.1 Ib2. 30' N xl't602"f C-1 5'.,2VmIgr 162.Sa' 18'09']!• ll`Og']0' ' [ — CLKw+. .01E tHS 0.S•]03t NO:x: Ufa wKp � faYC55 t lila Tb} 1 V DuM NoVM CAAC. aNamp r, 10TAity arc\ {? .. nere-Y creep ouxt crH Pt:.+ an tris pw: a4 .ve.tt. Cteya. er Sf'K'f'�' :rd+ataa oe "ar�.'at.. • ryt m+ +rrw. awcl+<N`er uu J �'A l - • •.9rJ, C.tRgLtct r, :- •Caeporcle S.si Page 1 of 1 Jacob Presley From: Jacob Presley Sent: Monday, June 09, 2008 2:33 PM To: Irphelps@catawbacountync.gov' Subject: Lot 7A Catawba Shores Robbie I am mailing you a hard copy of a preliminary site plan for lot 7A out at Catawba Shores. The septic lines have been surveyed in the field and we are showing more than enough (851') for the loading rate of .125 that we agreed on in the field for the LPP system. We also are showing more than enough room for the drip repair area at a .125. Let me know if you think this is an ok option to move forward with for permit. If you do we will put together a more complete design and specifications for the LPP system and meet with you at a later time to discuss. Thanks Jacob Presley, L.S.S. Soil Scientist n S&ME Logo ENGINEERING INTEGRITY. S&ME, Inc. 3718 Old Battleground Road Greensboro NC 27410 Map Ph: 336-288-7180 Fax: 336-288-8980 Mobile: 336-312-1123 i t)reslevQ,,smeinc.com www.smeinc.com This electronic message and its attachments are forwarded to you for convenience and "for information only." The message may represent a summary with limitations, conditions and further explanations omitted in the interest of brevity and time constraints. The contents of this electronic message and any attachments may be preliminary and incomplete, subject to review and revision. If this electronic transmittal contains Findings, Conclusions or Recommendations, S&ME, Inc. will submit a follow-up hard copy via mail or overnight delivery for your records, and this hard copy will serve as the final record. In the event of conflict between electronic and hard copy documents, the hard copy will govern. This electronic message and any attachments transmitted with it are the property of S&ME, Inc. and may contain information that is confidential or otherwise protected from disclosure. The information this electronic message contains is intended solely for the use of the one to whom it is addressed, and any other recipient should delete this electronic message and destroy all copies. VER 4, Rev 1 — 031207 RECEIVED i1 1. 12008 cATAWBA COUNTY EWRONMENTAL HEALTH 6/9/2008 Mar 12 08 10:15a Harriet Cooke March 12, 2008 (828) 324-9421 p.1 Attention: Robbie Phelps, Catawba County Health Department Fax Number: (828) 465-8276 From: Harriet Cooke Subject: Possible Layout for Lot 7A Catawba Shores Message: We have made some progress in our efforts to figure out the septic dilemma on Lot 7A in Catawba Shores. We started working with builder Justin Morrison this week. He met with us at the lot yesterday with a house plan that may give us something to work with. I have attached his proposed layout. We have made him aware of the entire history of the septic efforts and that we may have to make several modifications to find a working solution. His phone number is 217-3862 if you need to contact him. We have not yet contacted the soils scientist, Jacob Presley of S&ME, to review this plan or to obtain the soil descriptions that you will ultimately need to make a finale decision. Realtor Donna Austin is prepared to fax the plan to him along with any questions that need to be answered when you are ready. If we can come to some sort of resolution on paper, Justin will make the arrangements to have the footprint of the house surveyed on the lot for final approval. If not, my husband and I will have to decide if we are going to pursue another iteration. Best Regards, .f f sl,O�keNArr flJN 13vktA ISI R 12 p of Mar Mar L92g g328g653 0-2 Oct 10 Q7 09.:25a Harriet Cooke (828) 324-9421 P.1 October 10, 2007 Attention: Robbie Phelps, Catawba County Health Department Fax Number: (828) 465-8276 From: Harriet Cooke Subject: Soil Scientist Evaluation Message: Here is the report from Soil Scientist Jacob Presley of S&ME regarding Catawba Shores Lot 7A. I gather from the report that the viability of the system is greatly dependent on placement of the house., driveway, and any other improvements t6 the lot, and that the general layout I provided at the beginning of this permit will not be enough to pinpoint the details required. I also gather that such a feasible combination may not exist. Up to this point, we had not firmly decided our plans for the lot since in most land purchases, a generic idea will suffice such as I originally provided. However, since it will be necessary to determine the feasibility of building on this lot, I will begin the exercise of determining what exactly what those pians are. Please let me know what information you require and I will provide it. I wish to pursue this to resolution, even it means the lot is not viable and we have to walk away from it. We will not close on the lot unless we have an IP for suitable and reasonable plans. Thank you and Michael Cash for being patient! Best Regards, Oct 10 0'7 09:25a Harriet Cooke October 9, 2007 Shurford Development, Inc. Post Office Box 2228 Hickory, North Carolina 28603 Attention: Mr. John Sigmon (828) 324-9421 P.2 Reference: 'Soil Scientist Evaluation Potential For Alternative 1' WT And Disposal System Catawba Shores Lot 7A Catawba County, N.C. S&ME, Inc. Project No. 1588-07-061 Dear Mr. Sigznon: S&ME, Inc (S&ME) has conducted a preliminary soil scientist evaluation on the.above referenced property in Catawba County, North Carolina. The evaluation was performed to preliminarily evaluate and assess the general suitability of the site soils with regard to the installation of an alternative on-site subsurface wastewater treatment and disposal system associated with residential development. The evaluation was performed in general accordance with S&ME Proposal No. 1588-07-PO84 dated July 30, 2007 and Letter of Authorization 01-07 (Revision 1) dated August 7, 2007. All ratings were determined in accordance with the `Laws and Rules for Sewage Treatment and Disposal Systems (15A NCAC 18A .1900)". BACKGROUND A soil scientist evaluation for an alternative on-site wastewater treatment and disposal systems was conducted by an S&ME Soil Scientist on August 22, 2007. The referenced property evaluated is located off of 44th Avenue Drive N. E. in Catawba County, North Carolina. The referenced property has been evaluated by Catawba County Environmental Health Department for an Improvement Permit and is currently unapproved. SWE, INC. / 3718 Old Battleground Road / Greensboro, NC 27410 / P 336.288.7180 IF 336.288.8980 / www.smeinc.com oct 10 07 09z25a Harriet Cooke t8281 324-9421 P.3 Soil Scientist Evaluation SWE Project No. 1586-07-061 Catawba County — Catawba Shores Lot 7A October 9. 2007 METHODS AND PROCEDURES The preliminary soil scientist evaluation was conducted to assess the general suitability of the site soils with regard to the installation of an alternative on-site subsurface wastewater treatment and disposal system associated with residential development. The evaluation consisted of review of topographic / aerial maps, reconnaissance and visual inspection of the site, and the evaluation of subsurface soils by backhoe pits at select locations across the site. The soils were evaluated for the following site specific characteristics: texture; color; structure; soil depth; depth and thickness of any restrictive horizon(s) if present; depth (if present) of a seasonal high water table; and topography and landscape position. With this information the backhoe pits evaluated were rated in accordance with the "Laws and Rules for Sewage Treatment and Disposal Systems (I 5A NCAC 18A. 1900)". RESULTS AND DISCUSSION A total of 10 backhoe pits were evaluated to a depth of 4 feet and were described to evaluate soils on the site. The locations of pits have been marked in the field with blue surveyor's flagging. Based on information obtained from the preliminary site review, and from the 10 pits S&ME feels that there may be a potential area in the front portion of the lot 7A that may be utilized for a Low Pressure Pipe System and subsurface drip irrigation repair for residential development. House location, number of bedrooms, basement or no basement, driveways, other structures, and final soil evaluation by Catawba County Environmental Health Department (CCEHD) will have an impact on whether or not CCHD issues or denies an Improvement Permit (IP). In order to proceed with the hope of obtaining an Improvement Permit for lot 7A, S&MB recommends we assist with the following: 1. A site plan be developed around the limitations of the potential area in the front portion of the lot that may be utilized for a Low Pressure Pipe System and subsurface drip irrigation repair. 2. A meeting on site with Catawba County Environmental Health Specialists to present and evaluate the site for an Improvement Permit with regards to the potential site plan. This report does not constitute or imply approval for ,permit, as required by the CCEHD. S&ME recommends that any potential buyer obtain an IP from the CCEHD before closing due to the soil and site difficulties with permitting. Soil evaluations are done based on interpretations of the rules governing wastewater treatment and disposal systems and are not guarantees for site approval. Current soil science and environmental health sampling procedures have been used for this evaluation. Oct 10 Q7 OQ:25a Harriet Cooke Soil Scientist Evaluation Catawba County — Catawba Shores Lot 7A CLOSING (828) 324-9421 SWE Project No. 1588-07-061 October 9, 2007. S&ME appreciates -the opportunity to provide soil scientist services to you. If you have any questions or comments Or require additional information please contact us at your convenience, Sincerely, S&ME, Inc. pJacob JP Project Professional Senior Reviewed By: RPW ; P6 Z, 4,4 � Pe '�O-pw �-04� Paul Penni-nger, L.S.S. Project Manager * P•4 S:\1588\1588 REPDR7S\Reporis.07\1 588-07-061 Shurford Development 3 Oct 10 07 09:26a Harriet Cooke (828) 324-9421 P.5 Qa�k � Loi' �"--Sc( -For Oct 10 07 09s26a Harriet Cooke (828) 324-9421 p.6 CcLN ls horns 1,C )A a 1� a 1 Pace use, -10- ;,, � Pb Q�P�,� Ar �h r)`2tn fv� 1 E 0, RaP�2-o�-���,�9s�s SUBSURFACE WASTEWATER DISPOSAL SYSTEM DESIGN ON LOT 7A, CATAWBA SHORES HICKORY, NC WE MR. TERRY COOKE & MRS. HARRIET COOKE JULY, 2014 BENJAMIN B. THOMAS, P.E. MATTHEW C. CARSWELL, E. 1. WEST CONSULTANTS, PLLC MORGANTON, NORTH CAROLINA .a I. Project Specifications II. Design Calculations III. Manufacturer's Information IV. Improvement Permit V. Soil Scientist Reports • CONTENTS Proiect Specifications A. Scope These specifications describe the system components and installation procedures. In general, all work must conform with these specifications, the project drawings, the conditions of the State and local health departments, and all specifications/ recommendations issued by equipment manufacturers. Where any of these are in conflict with each other, the more stringent requirements shall apply. The system is a low pressure pipe (LPP) system design in accordance with 15A NCAC 18A.I957(a). B. General These specifications cover the principal components required for the complete 0 system. However, the installer/contractor shall be responsible for providing and installing all related appurtenances necessary to make the project complete, functional, and approved by the local health department, regardless if included in plans or specifications. C. System Layout All components shall be installed in locations and at elevations as indicated on the design drawings. All components must be located 70 feet from any potable water supply well. The trench lines shall be located not closer than 10 feet from any property line. Power service shall be 120/240 volt, single-phase from the house's main electrical panel. Mount the pump control on a wood frame near the pump tank. Prior to excavating trenches, a transit or similar device must be used to establish each 0 line on contour (level). These lines must be flagged and then approved by the local health . department prior to trenching. In addition, it is very important that the lateral distribution • lines be installed at the exact elevations indicated on the plans since they are designed as a low pressure pipe (LPP) system. Furthermore, it is very important that the correct hole size be drilled in each lateral and at the correct position and spacing, in order to ensure even distribution of effluent. D. Preconstruction Conference Prior to any construction, representatives of the Owner, the installer/contractor; the local health department, and possibly the Engineer and Soil Scientist, shall meet on-site to discuss all matters related to beginning construction. This meeting could also be the time of inspection of disposal field flagging. E. Tank Construction and Testing Scope This specification covers the supply, construction, installation, and testing of concrete tanks or vaults, including septic tank, and pump tanks. 2. Precast Concrete Structures Each precast concrete structure shall be built and supplied by an experienced, qualified precaster. Design shall not be traffic loading unless otherwise stated on the plans. The septic tank and pump tanks must be approved by the North Carolina Division of Environment and Natural Resources and bear STB and PT numbers on the tank. Manhole rings, access doors, manhole steps, resilient connectors, knock - 0 outs, or other appurtenances as shown on the plans shall be cast into the structures at the time of construction whenever feasible. 3. Installation Concrete structures shall be delivered to and stored on-site with care taken not to damage any structure. Any damaged structures shall be rejected. Accepted structures shall be carefully lowered into excavated areas and laid onto a level bed of crushed stone. Any joints required due to multiple sections shall have bitumastic sealant fully filling joint. The sealant shall be supplied by the precaster and be installed per his instructions. Each structure shall be set plumb and level and to the exact elevation indicated on the plans. All connecting and internal piping or other appurtenances may then be installed. Completely seal around all pipe openings with non -shrinking • grout both inside and outside the structure. Tightness testing should then be performed and then the structure may be backfilled. Backfill shall be placed in 12" to 18" layers and tamped carefully so as not to damage the structure or connecting piping. 4. Testing The septic tank and pump tank shall be tightness tested in the presence of the Engineer or health department. The Contractor shall fill each tank with water to the top and a mark shall be made at the water level. After at least 24 hours, the water level shall be observed and if it has dropped more than ''/2", then the Contractor shall find and seal the point(s) of leakage. The test shall be repeated until the tanks pass. Visible leakage on outside of tanks shall also be cause for failure of test. 0 • F. Pump System This system principally includes: • Pump, valves, couplings, and related piping; • Control panel and float switches for automatic operation of the pump. • Any miscellaneous equipment as required. The dosing pump shall be Goulds Model 3885, WE1012H, or equal, Effluent Pump, 230 -volt, single-phase, 1 horsepower delivering a minimum of 64.0 GPM at 44.72 feet total dynamic head. Provide all valves, switches, piping, and other appurtenances as shown on plans for pump to transfer effluent to manifold. The gate valve shall be throttled to produce a residual pressure (water column) of 2 to 5 feet at the end of each lateral. Simplex control panel shall be Aquaworx IPC (or equal) and shall control the • nitrification field's dosing pump. Panel shall include, but not be limited to, controller to activate the pump, three mercury tube float switches with cables, elapsed time meter, and high level alarm system. All control and alarm circuits shall be 115 volts. The panel and all associated electrical work shall be installed under the supervision of a licensed electrician and in accordance with the NEC, State, and local codes. The floats shall be set for a pump dose volume of 428.4 gallons. Alarm circuit shall be separate and shall be activated by high water elevation. G. Site Restorations All disturbed areas shall be restored to original or better condition. Grass shall be established and maintained over all disturbed areas, particularly the drain field. During line installation, no soil may be disturbed except for the trenches themselves. Do not use heavy 0 equipment. • H. Operation The system will be inspected by a private certified operator approved by LHD minimum of 2 times annually. The operator shall report to the county 1 time per year and within 24 hours of any repairs or malfunctions. The LHD will inspect the system every 3 years. • 0 L'9 oc� 10 1 s iSj\ I , i 0T./ \yq 1- 3 + V 16 6, 6's b S b b L L 033 t�E *1 : to ail = CX )q 611 �Y, L9 CO, 8S Z: *e 1012 L 9 lode S ti,o cl '7 ash cj d :9 op -c-), - h S, Do ,.v a � S- I\E `JF J�"S' Jd 7 - a --Y o0 D 0 0 Coo i<,P- - L P p • Upptr Fe-\� - )�, Lo,,tr F --A - 60 6 0 �3 PEN F SS a% 109 OILAO x 55 0 F4- 2 la 32 x 3A 316xa = -16 sy p. �k k 4 = 8�s 93," 5 A too lall Lo,,tr F --A - 60 6 0 �3 PEN F SS a% 109 OILAO x 55 0 • i.t , nurri!] S9- fie( 'caA 1, f" R,,--90F!,.,,w 'KaA-z . 96.D 3p, x �-)_*L� !%*a f 5 � �", t P m a, ' �Q bac He�d = '�s. b,� ( Ate? -�) — b`6, 1 i+ = a1 of q *a, '•� C :('cF1�. -- � t'"yam . 130`+ 1 6'- Ob 6' �+_,j �'l0' M n o r 1 a SsGs SSU �} 3.. 5 x 1,5 r LSD 3 \t..\ue c 3X 1 - YDS' LA TI • �� CuwP\,k4 � 1 L1�x\b.� I'1 1001 ►,95 /�`��'� 51 -t`-Cad b -4•,l4 e 4,1 5-A0-A,CC 0 b SI; ,'\ 9 P r, F,3rOk r a%kt, Lk 3o° S x a = 10 G--�-e_ �i 51 -t`-Cad b -4•,l4 e 4,1 5-A0-A,CC 0 b SI; ,'\ 9 P r, F,3rOk r a%kt, 0 Wastewater APPLICATIONS Specifically designed for the following uses: • Homes, Farms, Trailer Courts, Motels, Schools, Hospitals, Industry, Effluent Systems SPECIFICATIONS Pump • Solids handling capabilities: %" maximum. • Discharge size: 2" NPT. • Capacities: up to 140 GPM. • Total heads: up to 128 feet TDH. • Temperature: 104°F (40°C) continuous, 140°F (60°C) intermittent • See order numbers on reverse side for specific HP, voltage, phase and RPM'S available. MOTORS • Fully submerged in high-grade turbine oil for lubri- cation and efficient heat transfer. • Class B insulation on 1/3 - 1112 HP models. • Class F insulation on 2 HP models. Single phase (60 Hz): • Capacitor start motors for maximum starting torque. • Built-in overload with automatic reset. METERS FEET 40 - 130,-- 120 30=_-.,__120 35 - L_ 5- i 0 - PAGE 2 110 � WE-__� _�__ . z 20H -- 100., -j 90 `"WETSH 80 WE10 . ..,.....v 70I --. 50— EQH- X- 30 - 1 30 � , 20! WE03L—� tj i 10s- ; 00 10 20 I I I 0 5 • SJTOW or STOW severe duty oil and water resistant power cords. •'/3 - 1 HP models have NEMA three prong grounding plugs. • 1'/2 HP and larger units have bare lead cord ends. Three phase (60 Hz): • Class 10 overload protection must be provided in separately ordered starter unit. • STOW power cords all have bare lead cord ends. • Designed for Continuous Operation: Pump ratings are within the motor manufacturer's recommended working limits, can be operated continuously with- out damage when fully submerged. • Bearings: Upper and lower heavy duty ball bearing construction. • Power Cable: Severe duty rated, oil and water resis- tant. Epoxy seal on motor end provides secondary moisture barrier in case of outer jacket damage and to prevent oil wicking. Standard cord is 20'. Option- al lengths are available. • O-ring: Assures positive sealing against contami- nants and oil leakage. AGENCY LISTINGS GOa Tested to UL 778 and CSA 22.2 108 Standards By Canadian Standards Association File #LR38549 us {q ..... .. .. SERIES: SIZE3/4" SOLIDS' ?RPM: 3500 & __I ! 1750 a y. 3 I g. ..............i __..__ - - —.._.. j qq , g 30 40 501 60 70 80 90 100 110 120 130 140 150 160 GPM I I I I I I I I � I I I 10 15 20 25 30 35 m3/hr 1 CAPACITY 9P�^ 30 - 25 - U 2 Q 20 - Q 15 - 10 - 5- i 0 - PAGE 2 110 � WE-__� _�__ . z 20H -- 100., -j 90 `"WETSH 80 WE10 . ..,.....v 70I --. 50— EQH- X- 30 - 1 30 � , 20! WE03L—� tj i 10s- ; 00 10 20 I I I 0 5 • SJTOW or STOW severe duty oil and water resistant power cords. •'/3 - 1 HP models have NEMA three prong grounding plugs. • 1'/2 HP and larger units have bare lead cord ends. Three phase (60 Hz): • Class 10 overload protection must be provided in separately ordered starter unit. • STOW power cords all have bare lead cord ends. • Designed for Continuous Operation: Pump ratings are within the motor manufacturer's recommended working limits, can be operated continuously with- out damage when fully submerged. • Bearings: Upper and lower heavy duty ball bearing construction. • Power Cable: Severe duty rated, oil and water resis- tant. Epoxy seal on motor end provides secondary moisture barrier in case of outer jacket damage and to prevent oil wicking. Standard cord is 20'. Option- al lengths are available. • O-ring: Assures positive sealing against contami- nants and oil leakage. AGENCY LISTINGS GOa Tested to UL 778 and CSA 22.2 108 Standards By Canadian Standards Association File #LR38549 us {q ..... .. .. SERIES: SIZE3/4" SOLIDS' ?RPM: 3500 & __I ! 1750 a y. 3 I g. ..............i __..__ - - —.._.. j qq , g 30 40 501 60 70 80 90 100 110 120 130 140 150 160 GPM I I I I I I I I � I I I 10 15 20 25 30 35 m3/hr 1 CAPACITY 9P�^ SYSTEM CURVES: FORCEMAIN SIZE: 1.5" SCH 40 EQUIVALENT LENGTH = LOW WATER ELEVATION= HIGH POINT= STATIC HEAD= Q f GPM FT/100FT 30 7.900 40 13.452 50 `_ 20.326 52.4 22.168 60 28.480 70 37.879 I.D. = 1.61 INCHES 221.2 LF 68.17 MSL 95.64 MSL 27.47 FEET . C= „.1.20 ... . .. ........a 120.....,.. C = 150 = ` Hf Hs TDH f Hf Hs TDH TDH VELOCITY Hf FEET FEET FEET -FT/100FT FEET FEET FEET w/2' TOP FPS ,FT/100FT FEET FEET FEET w/2' TOP _ FPS Lat. 17.48 27.47 44.95 _ 5.228 11.56 27.47 39.03 41.03 4.73 29.75 27.47 57.22 8.902 19.69 27.47 47.16 49.16 1 6.30 44.96 27.47 72.43 13.452 29.75 27.47 57.22 59.22_ 7.88 49.04 27.47 76.51 14.670 32.45 27.47 59.92 61.92 8.26 63.00 27.47 90.47 18.848 41.69 27.47 69.16 71.16 9.46 83.79 27.47 111.26 25.067 55.45 27.47 82.92 84.92 11.03 FORCEMAIN SIZE: 2" SCH 40 EQUIVALENT LENGTH = LOW WATER ELEVATION= HIGH POINT= STATIC HEAD= I.D. = 2.067 INCHES 256.3 LF 68.17 MSL 95.64 MSL 27.47 FEET PIPE ,........., .„ ....... ....0 = 120.....,.. 2" SCH 40 2.067 = 150 Q f Hf Hs TDH f Hf Hs TDH TDH .VELOCITY GPM FT/100FT FEET FEET FEET ,FT/100FT FEET FEET FEET w/2' TOP _ FPS Lat. 30 2.340 6.00 27.47 33.47 1.548 3.97 27.47 31.44 _ 33.44 2.87 40 3.984 10.21 27.47 37.68 2.636 6.76 27.47 34.23 36.23 3.82 50 6.020 15.43 27.47 42.90 3.984 10.21 27.47 37.68 = 39.68 4.78 52.4 = 6.565 16.83 27.47 44.30 4.345 11.14 27.47 38.61 40.61 5.01 60 8.435 21.62 27.47 49.09 5.582 14.31 27.47 41.78 43.78 5.74 70 11.218 28.75 27.47 56.22 7.424 19.03 27.47 46.50 48.50 6.69 PIPE I.D. (IN.) 1.5" SCH 40 1.61 2" SCH 40 2.067 3" SCH 40 2.469 <---- RED IF LESS THAN 2 FPS PIPE I.D. (IN.) 1.5" SCH 40 1.61 2" SCH 40 2.067 3" SCH 40 2.469 <---- RED IF LESS THAN 2 FPS • r LATERAL #1A orifice size 5/32 inches Total GPM = C= 150 HGL = 97.6 lateral ID = 1.38 inches 1.25" SCH 40 PVC Throttle till 2' hole spacing= 4.66 feet 10' max in Group IV soils length = 28 feet No. of holes = 6 Elevation = 95.64 head loss from Qin (opt) Hole # Qin (gpm) h (feet) f (ft/100ft) last hole (feet) Qout 1.910 1 2.437 2 0.107 0.005 0.407 2 2.030 1.995 0.076 0.004 0.407 127.6% 3 1.623 1.991 0.050 0.002 0.406 4 1.217 1.989 0.029 0.001 0.406 5 0.811 1.988 0.014 0.001 0.406 6 0.405 1.987 0.004 0.000 0.406 Total 2.437 Avg 0.406 Volume of Lateral: 2.175 gallons Flow per L.F. 0.087 11 26.2 GPM <-- Should match Qin at Hole #1 GPM Flow difference between first and last holes: 0.32% <--- Must be less than 10% • 0 LATERAL #2A orifice size 5/32 inches C= 150 HGL = 97.6 lateral ID = 1.38 inches 1.25" SCH 40 PVC hole spacing= 5.33 feet 10' max in Group IV soils length = 32 feet No. of holes = 6 Elevation = 95.14 head loss from Qin (opt) Hole # Qin (gpm) h (feet) f (ft/100ft) last hole (feet) 2.183 1 2.724 2.5 0.131 0.007 2 2.269 2.493 0.093 0.005 124.8% 3 1.814 2.488 0.062 0.003 4 1.360 2.485 0.036 0.002 5 0.907 2.483 0.017 0.001 6 0.453 2.482 0.005 0.000 Total Avg Volume of Lateral: 2.486 gallons Flow per L.F. 0.085 0 Clout 0.455 0.454 0.454 0.454 0.454 0.453 2.724 GPM <-- Should match Qin at Hole #1 0.454 GPM Flow difference between first and last holes: 0.36% <--- Must be less than 10% LATERAL #3A orifice size 5/32 inches C= 150 HGL = 97.6 lateral ID = 1.38 inches 1.25" SCH 40 PVC hole spacing= 7.6 feet 10' max in Group IV soils length = 38 feet No. of holes = 5 Elevation = 94.54 head loss from Qin (opt) Hole # Qin (gpm) h (feet) f (ft/100ft) last hole (feet) 2.593 1 2.529 3.1 0.114 0.009 2 2.022 3.091 0.075 0.006 97.5% 3 1.516 3.086 0.044 0.003 4 1.010 3.082 0.021 0.002 5 0.505 3.081 0.006 0.000 Total Avg Volume of Lateral: 2.952 gallons Flow per L.F. 0.067 0 Clout 0.507 0.506 0.506 0.505 0.505 2.529 GPM <-- Should match Qin at Hole #1 0.506 GPM Flow difference between first and last holes: 0.31% <--- Must be less than 10% • 0 LATERAL #4A orifice size 5/32 inches C= 150 HGL = 97.6 lateral ID = 1.38 inches 1.25" SCH 40 PVC hole spacing= 8.8 feet 10' max in Group IV soils length = 44 feet No. of holes = 5 Elevation = 93.94 head loss from Qin (opt) Hole # h (feet) f (f /100ft) last hole (feet) Qout 3.002 1 2.762 3.7 0.134 0.012 0.554 2 2.208 3.688 0.089 0.008 0.553 92.0% 3 1.656 3.680 0.052 0.005 0.552 4 1.103 3.676 0.025 0.002 0.552 5 0.551 3.674 0.007 0.001 0.552 Total 2.762 Avg 0.552 Volume of Lateral: 3.419 gallons Flow per L.F. 0.063 GPM <-- Should match Qin at Hole #1 GPM Flow difference between first and last holes: 0.36% <--- Must be less than 10% LATERAL #5A orifice size 1/8 inches C= 150 HGL = 97.6 lateral ID = 1.38 inches 1.25" SCH 40 PVC hole spacing= 7.14 feet 10' max in Group IV soils length = 50 feet No. of holes = 7 Elevation = 93.34 head loss from Qin (opt) Hole # h (feet) f (ft1100ft) last hole (feet) Qout 3.002 1 2.669 4.3 0.126 0.009 0.382 2 2.287 4.291 0.095 0.007 0.382 88.9% 3 1.905 4.284 0.068 0.005 0.381 4 1.524 4.279 0.045 0.003 0.381 5 1.143 4.276 0.026 0.002 0.381 6 0.762 4.274 0.012 0.001 0.381 7 0.381 4.273 0.003 0.000 0.381 Total 2.669 Avg 0.381 Volume of Lateral: 3.885 gallons Flow per L.F. 0.053 Volume of all Laterals Actual Total Qout: Flow Variation: 29.8345 gallons 26.2 GPM -38.69 % GPM <- Should match Qin at Hole #1 GPM Flow difference between first and last holes: 0.31% <--- Must be less than 10% • • LATERAL #1 B orifice size 5/32 inches Total GPM = C= 150 HGL = 94.6 lateral ID = 1.38 inches 1.25" SCH 40 PVC Throttle till 2' hole spacing= 4.61 feet 10' max in Group IV soils length = 60 feet No. of holes = 13 Elevation = 92.64 head loss from Qin (opt) Hole # Qin (gpm) h (feet) f (ft/100ft) last hole (feet) Clout 4.094 1 5.199 2 0.433 0.020 0.407 2 4.792 1.980 0.372 0.017 0.405 127.0% 3 4.387 1.963 0.316 0.015 0.403 4 3.984 1.948 0.264 0.012 0.402 5 3.582 1.936 0.217 0.010 0.401 6 3.181 1.926 0.174 0.008 0.399 7 2.782 1.918 0.136 0.006 0.399 8 2.383 1.912 0.102 0.005 0.398 9 1.985 1.907 0.073 0.003 0.398 10 1.588 1.904 0.048 0.002 0.397 11 1.191 1.902 0.028 0.001 0.397 12 0.794 1.900 0.013 0.001 0.397 13 0.397 1.900 0.004 0.000 0.397 Total 5.199 Avg 0.400 Volume of Lateral: 4.662 gallons Flow per L.F. 0.087 E 26.2 GPM <-- Should match Qin at Hole #1 GPM Flow difference between first and last holes: 2.61% <--- Must be less than 10% 0 v • LATERAL #2B orifice size 5/32 inches C= 150 HGL = 94.6 lateral ID = 1.38 inches 1.25' SCH 40 PVC hole spacing= 7.11 feet 10' max in Group IV soils length = 64 feet No. of holes = 9 Elevation = 91.94 head loss from Qin (opt) Hole # Qin (gpm) h (feet) f (ft/100ft) last hole (feet) Clout 4.367 1 4.216 2.7 0.294 0.021 0.473 2 3.743 2.679 0.236 0.017 0.471 96.5% 3 3.272 2.662 0.184 0.013 0.470 4 2.802 2.649 0.138 0.010 0.469 5 2.334 2.640 0.098 0.007 0.468 6 1.866 2.633 0.065 0.005 0.467 7 1.399 2.628 0.038 0.003 0.467 8 0.932 2.625 0.018 0.001 0.466 9 0.466 2.624 0.005 0.000 0.466 Total 4.216 Avg 0.468 Volume of Lateral: 4.972 gallons Flow per L.F. 0.066 GPM <-- Should match Qin at Hole #1 GPM Flow difference between first and last holes: 1.44% <--- Must be less than 10% • 0 LATERAL #36 orifice size 5/32 inches C= 150 HGL = 94.6 lateral ID = 1.38 inches 1.25" SCH 40 PVC hole spacing= 9.71 feet 10' max in Group IV soils length = 68 feet No. of holes = 7 Elevation = 91.24 head loss from Qin (opt) Hole # Qin (gpm) h (feet) f (ft/100ft) last hole (feet) Qout 4.640 1 3.692 3.4 0.230 0.022 0.531 2 3.161 3.378 0.172 0.017 0.529 79.6% 3 2.632 3.361 0.123 0.012 0.528 4 2.105 3.349 0.081 0.008 0.527 5 1.578 3.341 0.048 0.005 0.526 6 1.052 3.337 0.022 0.002 0.526 7 0.526 3.334 0.006 0.001 0.526 Total 3.692 Avg 0.527 Volume of Lateral: 5.283 gallons Flow per L.F. 0.054 Volume of all Laterals: Actual Total Qout: Flow Variation: 29.8345 gallons 26.2 GPM -37.34 % GPM <-- Should match Qin at Hole #1 GPM Flow difference between first and last holes: 0.98% <--Must be less than 10% C..00ke - LPP rt�S4v ire. C-tia3^ \.,-7S:e,S l �\ �5�c5� ?"Pet use', �rr�,�1 ��: W�. S��s� � � mo��\ 3laSS COQ, w 0 plc 4-0 s A • Wastewater APPLICATIONS Specifically designed for the following uses: • Homes, Farms, Trailer Courts, Motels, Schools, Hospitals, Industry, Effluent Systems SPECIFICATIONS Pump • Solids handling capabilities: %" maximum. • Discharge size: 2" NPT. • Capacities: up to 140 GPM. • Total heads: up to 128 feet TDH. • Temperature: 104°F (40°C) continuous, 140°F (60°C) intermittent. • See order numbers on reverse side for specific HP, voltage, phase and RPM's available. MOTORS • Fully submerged in high-grade turbine oil for lubri- cation and efficient heat transfer. • Class B insulation on Y3 - 1'/2 HP models. • Class F insulation on 2 HP models. Single phase (60 Hz): • Capacitor start motors for maximum starting torque. • Built-in overload with automatic reset. METERS FEET 40 - 130 '' ._..y�E1l5H... .......... _;_._........... 35 - 120 1- 110 110 WE20H..--. 30 - 100 ! i 0 90 WE15H \ I- ____�____........ w 25 - ...� ... = 80 TO' LJ Q 20- 70 weo _ I . } 601 _- 50 WE05 J a.p 40 i 3 10 - 30 WEO Mi 20 wEol- r ^� 5- ..,. .....1.... ' 10, i , 0 10 20 30 40 50 60 70 1 1 1 1 1 1 1 0 5 10 15 PAGE 2 • SJTOW or STOW severe duty oil and water resistant power cords. •'/3- 1 HP models have NEMA three prong grounding plugs. • 11/2 HP and larger units have bare lead cord ends. Three phase (60 Hz): • Class 10 overload protection must be provided in separately ordered starter unit. • STOW power cords all have bare lead cord ends. • Designed for Continuous Operation: Pump ratings are within the motor manufacturer's recommended working limits, can be operated continuously with- out damage when fully submerged. • Bearings: Upper and lower heavy duty ball bearing construction. • Power Cable: Severe duty rated, oil and water resis- tant. Epoxy seal on motor end provides secondary moisture barrier in case of outer jacket damage and to prevent oil wicking. Standard cord is 20'. Option- al lengths are available. • O-ring: Assures positive sealing against contami- nants and oil leakage. AGENCY LISTINGS S®£ Tested to UL 778 and CSA 22.2 108 Standards �7 By Canadian Standards Association File HLR38549 C us SERIE • WE! _SIZE: 3/4" SOLIDS! f I__� ._ RPM: 3500 & I i 1750 --►5 GPM -- ----_ •___.... ((._._. F. _._..�__ I I 5 FT — I ( i 1 I...,_. I 1 j — s) 80 90 100 110 120 130 140 150 160 GPM I I I I I I I I 20 25 30 35 m3/hr CAPACITY 0 SYSTEM CURVES: FORCEMAIN SIZE: 2" SCH 40 I.D. = 2.067 INCHES EQUIVALENT LENGTH = 241.47 LF LOW WATER ELEVATION= 68.17 MSL HIGH POINT= 95.64 MSL STATIC HEAD= 27.47 FEET 11 PIPE I.D. (IN.1 C 120 .,,. ,.,.. 2.067 C. 150...... Q f Hf Hs TDH f Hf Hs TDH TDH VELOCITY GPM FT/100FT FEET FEET FEET 'FT/1 FEET FEET FEET w/2.059' FPS _ Top Lat. 30 2.340 5.65 27.47 33.12 1.548 3.74 27.47 31.21 33.27 2.87 40 I 3.984 9.62 27.47 37.09 2.636 6.37 27.47 33.84 a 35.903.82 50 6.020 14.54 27.47 42.01 3.984 9.62 27.47 37.09 39.15 4.78 60 8.435 20.37 27.47 47.84_ 5.582 13.48 27.47 40.95 43.01 5.74 64 9.504 22.95 27.47 50.42 6.290 15.19 27.47 42.66 44.72 6.12 70 1 11.218 27.09 27.47 54.56 7.424 17.93 27.47 45.40 47.46 6.69 11 PIPE I.D. (IN.1 1.5" SCH 40 1.61 2" SCH 40 2.067 3" SCH 40 2.469 <---- RED IF LESS THAN 2 FPS 0 0 LATERAL #1A orifice size 5/32 inches Total GPM = C= 150 HGL = 97.699 lateral ID = 1.38 inches 1.25" SCH 40 PVC No Throttle hole spacing= 4 feet 10' max in Group IV soils length = 28 feet No. of holes = 7 Elevation = 95.64 head loss from Qin (opt) Hole # Qin (gpm) h (feet) f (ft/100ft) last hole (feet) Qout 2.333 1 2.883 2.059 0.145 0.006 0.413 2 2.470 2.053 0.109 0.004 0.412 123.6% 3 2.058 2.049 0.078 0.003 0.412 4 1.646 2.046 0.052 0.002 0.412 5 1.234 2.044 0.030 0.001 0.411 6 0.822 2.042 0.014 0.001 0.411 7 0.411 2.042 0.004 0.000 0.411 Total 2.883 Avg 0.412 Volume of Lateral: 2.175 gallons Flow per L.F. 0.103 0 32 GPM <-- Should match Qin at Hole #1 GPM Flow difference between first and last holes: 0.42% <--- Must be less than 10% 0 0 LATERAL #2A orifice size 5/32 inches 0.460 0.459 C= 150 HGL = 97.699 lateral ID = 1.38 inches 1.25" SCH 40 PVC 3.213 hole spacing= 4.57 feet 10' max in Group IV soils Flow difference between first and last holes: length = 32 feet No. of holes = 7 Elevation = 95.14 head loss from Qin (opt) Hole # Qin (gpm) h (feet) f (ft/100ft) last hole (feet) 2.667 1 3.213 2.559 0.178 0.008 2 2.753 2.551 0.133 0.006 120.5% 3 2.293 2.545 0.095 0.004 4 1.834 2.540 0.063 0.003 5 1.375 2.538 0.037 0.002 6 0.916 2.536 0.017 0.001 7 0.458 2.535 0.005 0.000 Total Avg Volume of Lateral: 2.486 gallons Flow per L.F. 0.100 0 Qout 0.460 0.460 0.459 0.459 0.459 0.458 0.458 3.213 GPM <-- Should match Qin at Hole #1 0.459 GPM Flow difference between first and last holes: 0.47% <--- Must be less than 10% LATERAL #3A orifice size 5/32 inches C= 150 HGL = 97.699 lateral ID = 1.38 inches 1.25" SCH 40 PVC hole spacing= 5.42 feet 10' max in Group IV soils length = 38 feet No. of holes = 7 Elevation = 94.54 head loss from Qin (opt) Hole # Qin (gpm) h (feet) f (ft/100ft) last hole (feet) 3.167 1 3.568 3.159 0.216 0.012 2 3.056 3.147 0.162 0.009 112.7% 3 2.546 3.139 0.115 0.006 4 2.036 3.132 0.076 0.004 5 1.526 3.128 0.045 0.002 6 1.017 3.126 0.021 0.001 7 0.508 3.125 0.006 0.000 Total Avg Volume of Lateral: 2.952 gallons Flow per L.F. 0.094 u Qout 0.512 0.511 0.510 0.509 0.509 0.509 0.509 3.568 GPM <-- Should match Qin at Hole #1 0.510 GPM Flow difference between first and last holes: 0.55% <--- Must be less than 10% LATERAL #4A orifice size 5/32 inches C= 150 HGL = 97.699 lateral ID = 1.38 inches 1.25" SCH 40 PVC hole spacing= 7.33 feet 10' max in Group IV soils length = 44 feet No. of holes = 6 Elevation = 93.94 head loss from Qin (opt) Hole # h (feet) f (ft/100ft) last hole (feet) Qout 3.667 1 3.338 3.759 0.191 0.014 0.558 2 2.780 3.745 0.136 0.010 0.557 91.0% 3 2.223 3.735 0.090 0.007 0.556 4 1.667 3.728 0.053 0.004 0.556 5 1.111 3.725 0.025 0.002 0.556 6 0.555 3.723 0.007 0.001 0.555 Total 3.338 Avg 0.556 Volume of Lateral: 3.419 gallons Flow per L.F. 0.076 GPM <-- Should match Qin at Hole #1 GPM Flow difference between first and last holes: 0.49% <--- Must be less than 10% LATERAL #5A orifice size 5/32 inches C= 150 HGL = 97.699 lateral ID = 1.38 inches 1.25" SCH 40 PVC hole spacing= 10 feet 10' max in Group IV soils length = 50 feet No. of holes = 5 Elevation = 93.34 head loss from Qin (opt) Hole # h (feet) f (ft/100ft) last hole (feet) Qout 3.667 1 2.997 4.359 0.156 0.016 0.601 2 2.396 4.343 0.103 0.010 0.600 81.7% 3 1.796 4.333 0.061 0.006 0.599 4 1.197 4.327 0.029 0.003 0.599 5 0.598 4.324 0.008 0.001 0.599 Total 2.997 Avg 0.599 Volume of Lateral: 3.885 gallons Flow per L.F. 0.060 Volume of all Laterals: 29.8345 gallons Actual Total Qout: 32.00 GPM Flow Variation: -41.79 % E GPM <-- Should match Qin at Hole #1 GPM Flow difference between first and last holes: 0.40% <--- Must be less than 10% LATERAL #1 B orifice size 5/32 inches Total GPM = C= 150 HGL = 94.870 lateral ID = 1.38 inches 1.25" SCH 40 PVC Throttle till 2.23' hole spacing= 4 feet 10' max in Group IV soils length = 60 feet No. of holes = 15 Elevation = 92.64 head loss from Qin (opt) Hole # Qin (gpm) h (feet) f (ft/100ft) last hole (feet) Clout 5.000 1 6.303 2.23 0.618 0.025 0.430 2 5.873 2.205 0.542 0.022 0.427 126.1% 3 5.446 2.184 0.471 0.019 0.425 4 5.020 2.165 0.406 0.016 0.424 5 4.597 2.149 0.345 0.014 0.422 6 4.175 2.135 0.288 0.012 0.421 7 3.754 2.123 0.237 0.009 0.419 8 3.335 2.114 0.190 0.008 0.418 9 2.916 2.106 0.148 0.006 0.418 10 2.499 2.100 0.112 0.004 0.417 11 2.082 2.096 0.080 0.003 0.417 12 1.665 2.093 0.053 0.002 0.416 13 1.249 2.090 0.031 0.001 0.416 14 0.832 2.089 0.015 0.001 0.416 15 0.416 2.089 0.004 0.000 0.416 Total 6.303 Avg 0.420 Volume of Lateral: 4.662 gallons Flow per L.F. 0.105 C 32 GPM <-- Should match Qin at Hole #1 GPM Flow difference between first and last holes: 3.33% <--- Must be less than 10% LATERAL #2B orifice size 5/32 inches C= 150 HGL = 94.87 lateral ID = 1.38 inches 1.25" SCH 40 PVC hole spacing= 5.81 feet 10' max in Group IV soils length = 64 feet No. of holes = 11 Elevation = 91.94 head loss from Qin (opt) Hole # Qin (gpm) h (feet) f (ft/100ft) last hole (feet) Qout 5.333 1 5.346 2.93 0.456 0.026 0.493 2 4.853 2.904 0.381 0.022 0.490 100.2% 3 4.363 2.881 0.313 0.018 0.489 4 3.874 2.863 0.251 0.015 0.487 5 3.387 2.849 0.196 0.011 0.486 6 2.901 2.837 0.147 0.009 0.485 7 2.416 2.829 0.105 0.006 0.484 8 1.932 2.823 0.069 0.004 0.484 9 1.449 2.819 0.041 0.002 0.483 10 0.966 2.816 0.019 0.001 0.483 11 0.482 2.815 0.005 0.000 0.483 Total 5.346 Avg 0.486 Volume of Lateral: 4.972 gallons Flow per L.F. 0.084 GPM <-- Should match Qin at Hole #1 GPM Flow difference between first and last holes: 2.02% <--- Must be less than 10% LATERAL #3B orifice size 5/32 inches C= 150 HGL = 94.87 lateral ID = 1.38 inches 1.25" SCH 40 PVC hole spacing= 8.5 feet 10' max in Group IV soils length = 68 feet No. of holes = 8 Elevation = 91.24 head loss from Qin (opt) Hole # Qin (gpm) h (feet) f (ft/100ft) last hole (feet) Qout 5.667 1 4.352 3.63 0.311 0.026 0.548 2 3.804 3.604 0.243 0.021 0.546 76.8% 3 3.257 3.583 0.182 0.015 0.545 4 2.712 3.567 0.130 0.011 0.544 5 2.169 3.556 0.086 0.007 0.543 6 1.626 3.549 0.050 0.004 0.542 7 1.084 3.545 0.024 0.002 0.542 8 0.542 3.543 0.007 0.001 0.542 Total 4.352 Avg 0.544 Volume of Lateral: 5.283 gallons Flow per L.F. 0.064 Volume of all Laterals: 29.8345 gallons Actual Total Qout: 32.00 GPM Flow Variation: -39.07 % 0 GPM <-- Should match Qin at Hole #1 GPM Flow difference between first and last holes: 1.22% <--- Must be less than 10% Coo[<e.- LPP �a,nkS Use., �, i, 4 U 34\\o, £ 1 r� S�� .1 \ \ � p Q c� �\� o.•. �, �� S�. ''•d ca � u r�� . 4'`.st��Q (�C'�'-4�v�•r@. (�� '�'e S Q 1 C 1•Z7� �'" pCl U `J ��a cq ..�lJ n� \ �o°.� c i 9• �J X{ t� _ `"1 1 P 5 U CSS Q\,\ J f1 � w 7 T3 CTA` ',l r',, = t, 1 ! lj I D n = -I S, 0 } tuw %v �� `" � °' t1�.� in e O•C+} � it C 1. r�n° / a ,. T�� v C Ook,z UP , ek dose range �•�arro - 1 ti ,Uri (13,�i''1 TOP i X �l.(ovt �a�«\ �rnc.ra�,c.� S�Jr � -• v f �,� `f cr S ? _ ijJi, ., ok W ASS -f -e. Na Jra..,,4 ,,.k ,,- 4,\ -1olp t, �a v �r 1'. 0 �,� x a �: ll°tax d , L Ll U-] E I - W Sere rt: tes Model 8 5,§ SUBMERSIBLE EFFLUENT PUMPS TECHNICAL BROCHURE B3885 FEATURES Impeller: Cast iron, semi -open, non -clog with pump -out vanes for mechanical seal protection. Balanced for smooth operation. Silicon bronze impeller available as an option. Casing: Cast iron volute type for maximum efficiency. 2" NPT discharge. Mechanical Seal: Silicon Carbide vs. Silicon Carbide sealing 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 components. Designed for continuous operation when fully submerged. EXTENDED WARRANTY AVAILABLE FOR RESIDENTIAL APPLICATIONS. 00""'ULDS WATEh�:. T E CHNGO- "'�� ax a xylem brand \�I 0 Wastewater ' APPLICATIONS Specifically designed for the following uses: • Homes, Farms, Trailer Courts, Motels, Schools, Hospitals, Industry, Effluent Systems SPECIFICATIONS Pump • Solids handling capabilities: 3/4" maximum. • Discharge size: 2" NPT. • Capacities: up to 140 GPM. • Total heads: up to 128 feet TDH. • Temperature: 104°F (40°C) continuous, 140°F (60°C) intermittent. • See order numbers on reverse side .for specific HP, voltage, phase and RPM'S available. MOTORS • Fully submerged in high-grade turbine oil for lubri- cation and efficient heat transfer. • Class B insulation on i/3 - 1112 HP models. • Class F insulation on 2 HP models, Single phase (60 Hz): • Capacitor start motors for maximum starting torque. • Built-in overload with automatic reset. • SJTOW or STOW severe duty oil and water resistant power cords. •'/3 -1 HP models have NEMA three prong grounding plugs. • 11/2HP and larger units have bare lead cord ends. Three phase (60 Hz): • Class 10 overload protection must be provided in separately ordered starter unit. • STOW power cords all have bare lead cord ends. • Designed for Continuous Operation: Pump ratings are within the motor manufacturer's recommended working limits, can be operated continuously with- out damage when fully submerged. • Bearings: Upper and lower heavy duty ball bearing construction. • Power Cable: Severe duty rated, oil and water resis- tant. Epoxy seal on motor end provides secondary moisture barrier in case of outer jacket damage and to prevent oil wicking. Standard cord is 20'. Option- al lengths are available. • O-ring: Assures positive sealing against contami- nants and oil leakage. AGENCY LISTINGS S® • Tested to UL 778 and CSA 22.2 108 Standards �7 By Canadian Standards Association File #LR38549 c us METERS FEET 40-- 130 ; I I I ........I... t ERIE S: i .......... SE S WE i : E1 H1 I I I ; SIZE: 3/4" SOLIDS' 120 i I i i I i IRPM: 3500 & 35 - 110 j �— I i 11750 , _ W..E2 H.� ..— _ ___ .v. _ ___.. i i I I -->s%55 GPM -- ~--I 30— 100 i _j_ _ i o go -WE1 H I Q1_..__...._._ .........._-._............ _._. __ = 25 80 ,E U70 i T } 60 : _ - p - i 40- 10 - 30 EO M 20 -WEU. IL -f5 _ ......... _ _i 10 - t 1.................................................................. .......... !....... .. i 0 - 00 10 20 30 40 50 60 70 I 80 � 90 100 110 120 130 140 150 160 GPM I I I I I I I I I I I I I I I 0 5 10 15 20 25 30 35 m3/hr CAPACITY PAGE 2 64,0 Pr- Wastewater."..., MODELS PAGE 3 Order Impeller Maximum Locked Rotor KVA Full Load Resistance I Power Weight Number HP Phase Volts RPM Diameter (in.) Amps Amps Code Efficiency %Start Line -Line) Cable Size (lbs.) WE0311L 115 10.7 30.0 M 54 11.9 1.7 WE0318L 208 6.8 19.5 K 51 9.1 4.2 I WE0312L 0.33 230 1750 5.38 4.9 14.1 L 53 14.5 8.0 16/3 56 WE0311 M 715 I 10.7 30.0 M 54 11.9 1.7 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 WE0511 H 115 14.5 46.0 M 1 54 7.5 1.0 14/3 60 WE0518H 208 8.1 31.0 K 68 9.7 2.4 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 f WE0532H3 230 I 3.3 18.8 R 70 NA 5.8 14/4 60 WE0534H 1 460 I 1.7 9.4. R 1 70 NA 23.2 WE0537H 575 1.4 7.5 R 62 I NA 35.3 0.5 WE0511 HH 11' 14.5 46.0 M 54 7.5 1.0 14/3 60 WE0518HH 1 208 8.1 31.0 K 68 9.7 I 2.4 16/3 60 WE0512HH 230 7.3 34.5 M 53 9.6 4.0 I WE0538HH 200 3.88 1 4.9 22.6 R 68 NA 3.8 1 WE0532HH 1 3 230 3.6 18.8 R 70 NA 5.8 14/4 60 WE0534HH 1 460 1.8 9.4 R 70 NA 23.2 WE0537HH575 1.5 7.5 R 62 NA 35.3 WE0718H 1 1208 11.0 31.0 K 68 9.7 2.4 14/3 70 WE0712H 230 10.0 27.5 I, J 65 12.2 2.7 1 WE0738HI 200 6.2 20.6 L 64 NA 5.7 WE0732H 10.75 3 230 4.06 5.4 15.7 K 68 NA 8.6 14/4 70 1 WE0734H 1 460 1 2.7 1 7.9 K 68 NA 34.2 1 1 WE0737H 1 575 1 2.2 1 9.9 L 1 78 NA 26.5 1 1 WE1018H 1 1 208 1 14.0 1 59.0 K 68 9.3 1.1 14/3 70 --� WE1012H 230 3450 1 12.5 1 36.2 1 J 69 10.3 2.1 1 1 WE1038H 1 200 1 8.1 1 37.6 M 77 NA 2.7 1 WE1032H 1 1 3 230 4.44 7.0 24.1 L 79 I NA 4.1 14/4 70 1 WE1034H 1 460 3.5 12.1 L 79 NA 16.2 1 1 WE 037H 575 1 2.8 9.9 1 L 78 NA 26.5 WE1518H 1 208 1 17.5 1 59.0 1 K 68 9.3 1.1 14/3 80 WE1512H 230 15.7 1 50.0 H 1 68 111.3 1.6 1 WE1538H 200 4.56 10.6 40.6 1 K 1 79 1 NA 1.9 1 WE1532H 1 3 230 1 9.2 1 31.7 I K 1 78 NA ( 2.9 14/4 80 WE1534H 460 4.6 1 15.9 1 K 78 1 NA 1 11.4 1 WE1537H 575 3.7 13.1 1 K 75 1 NA 1 16.9 2 1 5 I 1 I 14/3 80 WE151HH 2030 15.7 50.0 H 68 1� 3 1.6 WE1538HH 1 200 10.6 40.6 K 79 1 NA 1.9 WE1532HH 1 3 230 5.50 1 9.2 31.7 K 78 1 NA 2.9 1 14/4 80 WE1534HH I 460 1 4.6 1 15.9 K 78 1 NA 11.4 1 1 WE1537HH 1 575 1 3.7 1 13.1 1 K 1 75 NA 16.9 1 1 WE2012H 1 1 230 1 1 18.0 1 49.6 1 F 1 78 3.2 1.2 1 14/3 83 WE2038H 1 200 I 12.0 1 42.4 1 K I 78 NA 1 1.7 1 WE2032H 1 2 3 230 5.38 11.6 1 42.4 K 1 78 NA 1 1.7 1 14/4 83 1 WE2034H 1 460 1 5.8 1 21.2 I K 1 78 1 NA 1 6.6 1 1 WE2037H 1 575 1 4.7 1 16.3 1 L 1 78 ( NA I 10.5 I PAGE 3 PERFORMANCE RATINGS (gallons per minute) COMPONENTS ® Order WE- WE. WE. WE. WE- WE- WE- WE. WE. I Item No. Description No. 03L 03M 05H 07H 10H 15H 05HH 15HH 20H I 1 Impeller HP 'A 'h h '/< 1 1'/2 h 1'/2 2 1 2 Casing RPM 1750 1750 3500 3500 3500 3500 3500 3500 3500 I 3 Mechanical Seal 15 86 - - - - - - - - 4 Motor Shaft 5 Motor 10 70 63 78 94 - - 58 95 - I I 6 Ball Bearings 15 52 52 70 90 103 128 53 93 138 7 Power Cable 20 27 35 60 83 98 123 49 90 136 I 8 Casinq O -Ring 25 5 15 48 76 94 117 45 87 133 I --- c 30 - - 35 67 88 110 40 83 130 c 35 - - 22 57 82 103 35 80 126 I 7 v 40 - - - 45 74 95 30 77 121 ) 45 - - - 35 64 86 25 74 116 I i = 150 - - - 25 53 77 - 70 110 155 - - - - 40 67 - 66 103 I 5 � o ~ 60 - - - I - 30 56 - 63 96 e 65 - - - I - 20 45 - 58 89 I 8 70 - - - I - - 35 - 55 81 I75 - - - I - - 25 - 51 74 I 1 80 - - - - - - - 47 66 2 (.'^ 90 - - - - - - - 37 49 100 - - - - - - - 28 30 DIMENSIONS (All dimensions are in inches. Do not use for construction purposes.) A ROTATION 16" 2" NPT 8'/2" KICK -BACK '%^V .&I leir "IL Xylem, Inc. Let's Solve Water 2881 East Bayard Street Ext., Suite A Seneca Falls, NY 13148 Phone: (866) 325-4210 ® Fax: (888) 322-5877 www.xyleminc.com/brands/gouldswatertechnology Goulds is a registered trademark of Goulds Pumps, Inc. and is used under license. 0 2012 Xylem Inc. 83885 R1 April 2012 6 4 3 INSTRUCTION MANUAL ® IM107R06 Wastewat -I'De'' watering, Effluent and Sewagt INSTALLATION, OPERATION AND MAINTENANCE INSTRUCTIONS JGOULDS a xylem brand "C"ABLE OF +CON E1,,1 "S SUBJECT PAGE SafetyInstructions.........................................................................................................................................................3 Pre -Installation Checks..................................................................................................................................................3 Liftingof Pump.............................................................................................................................................................3 OptionalGuide Rail or Lift -Out System., ... I .................................................................................................................. 3 Piping............................................................................................................................................................................4 Wiringand Grounding..................................................................................................................................................4 Selecting and Wiring Pump Control Panels and Switches..................................................................... Installation....................................................................................................................................................................5 Operation...................................................................................................................................................................5-6 FloatSwitch and Panel Chart.........................................................................................................................................6 ThreePhase Power Unbalance.......................................................................................................................................7 InsulationResistance Readings......................................................................................................................................7 EngineeringData...........................................................................................................................................................8 Troubleshooting............................................................................................................................................................9 TypicalInstallations.....................................................................................................................................................10 LimitedWarranty........................................................................................................................................................11 ® 0';Veer"s Information Pump Model Number - Pump Serial Number: Control Model Number - Dealer, Dealer Phone No. Date of Purchase: Installation: Current Readings at Startup: 10 30 L1-2 L2-3 L3-1 Amps: Amps: Volts: Volts: 2 LJ SAFETY INSTRUCTIONS TO AVOID SERIOUS OR FATAL PERSONAL INJURY OR MAJOR PROPERTY DAMAGE, READ AND FOLLOW ALL SAFETY INSTRUCTIONS IN MANUAL AND ON PUMP. THIS MANUAL IS INTENDED TO ASSIST IN THE INSTALLATION AND OPERATION OF THIS UNIT AND MUST BE KEPT WITH THE PUMP. This is a SAFETY ALERT SYMBOL. When you see this symbol on the pump or in the manual, look for one of the fol- lowing signal words and be alert to the potential for personal injury or property damage. Warns of hazards that WILL cause serious personal injury, death or major property damage. IA WARNING I Warns of hazards that CAN cause serious personal injury, death or major property damage. (A CAUTION I Warns of hazards that CAN cause per- sonal injury or property damage. NOTICE: INDICATES SPECIAL INSTRUCTIONS WHICH ARE VERY IMPORTANT AND MUST BE FOLLOWED. THOROUGHLY REVIEW ALL INSTRUCTIONS AND WARNINGS PRIOR TO PERFORMING ANY WORK ON THIS PUMP. MAINTAIN ALL SAFETY DECALS. IAWARNING I All electrical work must be performed by a qualified technician. Always follow the National Electrical Code (NEC), or the Canadian Electrical Code, as well as all local, state and provincial codes. Code questions should be directed to your local electrical inspector. Failure to follow electrical codes and OSHA safety standards may result in personal injury or equipment damage. Failure to follow manufacturer's installation instructions may result in electrical shock, fire hazard, personal injury or death, damaged equipment, provide unsatisfactory performance, and may void manu- facturer's warranty. IA WARNING I Standard units are not designed for use in swimming pools, open bodies of water, hazardous liquids, or where flammable gases exist. These fluids and gases may be present in containment areas. Tank or wetwell must be vented per local codes. Only pumps specifically Listed for Class 1, Division 1 are allowable in hazardous liquids and where flammable gases may exist. See specific pump catalog bulletins or pump nameplate for all agency Listings. IAWARNINGI Disconnect and lockout electrical power before installing or servicing any electri- cal equipment. Many pumps are equipped with automatic thermal overload protection which may allow an overheated pump to restart unexpectedly. ,ACAUTION IAll three phase (30) control panels for submersible pumps must provide Class 10, quick -trip, overload protec- tion. Open all cartons and inspect for shipping damage. Report any damage to your supplier or shipping carrier immedi- ately. Important: Always verify that the pump nameplate Amps, Voltage, Phase and HP ratings match your control panel and power supply. Many of our sewage pumps are oil -filled. If there are any signs of oil leakage or if the unit has been stored for an extended period check the oil level in the motor dome and the seal housing, if so equipped. Check the motor cover oil level through the pipe plug on top of the unit. The motor chamber oil should just cover the motor. Do not overfill, leave room for expansion! To check the seal housing oil level, where used, lay the unit on its side with the fill plug at 12 o'clock. Remove the plug. The oil should be within '/z" (13mm) of the top. If low, refill with an ASTM 150 turbine oil. Replace the plug. You can source oil locally at motor repair shops. Typi- cal oil brands are: Shell Turbo 32, Sunoco Sunvis 932, Texaco Regal R&O 32, Exxon Nuto 32 and Mobil DTE Light. Check the strain relief nut on power cable strain assem- blies. Power cables should be torqued to 75 in. lbs. for #16 cables and 80 in. lbs. for all other cable assemblies. Seal/heat sensor cables, where used, should be torqued to 75 in. lbs. Warranty does not cover damage caused by connecting pumps and controls to an incorrect power source (volt- age/phase supply). Record the model numbers and serial numbers from the pumps and control panel on the front of this instruction manual for future reference. Give it to the owner or affix it to the control panel when finished with the installation. AWARNING DO NOT LIFT, CARRY OR HANG ® PUMP BY THE ELECTRICAL ® CABLES. DAMAGE TO THE ELECTRICAL CABLES CAN CAUSE SHOCK, BURNS OR DEATH. Hazardous voltage can shock, burn or cause death. Lift the pump with an adequately sized chain or cable at- tached to the lifting eye bolt. DO NOT damage electrical and sensor cables while raising and lowering unit. �01'"jC'?t�i�lfiL I��CiI<'�� I�11L S*YSil"EF IA In many effluent and sewage basins or lift stations it is advisable to install the pump on a guide rail system or on a lift -out adapter to facilitate installation and removal for inspection and/or service. Most codes do not allow person- nel to enter a wetwell without the correct protective equip- ment and training. Guide rails are designed to allow easy removal of the pump without the need for entry into the wetwell or need to disturb piping. The guide rail or lift - out adapter should locate the pump opposite the influent opening preventing stagnate areas where solids can settle. • s Tile basin or pit must be capable of supporting the weight of the pump and guide rail. The pit Floor must be flat. NOTICE: FOLLOW THE INSTRUCTIONS THAT ARE PROVIDED WITH THE GUIDE RAIL ASSEMBLY. Discharge piping should be no smaller than the pump discharge diameter and kept as short as possible, avoiding unnecessary fittings to minimize friction losses. Install an adequately sized check valve matched to the solids handling capability of the pump to prevent fluid backflow. Backflow can allow the pump to spin back- wards and may cause premature seal, bearing, shaft wear. If the pump is turning backwards when it is called on to start the increased torque may cause damage to the pump motor and/or motor shaft. Install an adequately sized gate valve AFTER the check valve for pump, plumbing and check valve maintenance. Important — Before pump installation. Drill a'/16" (4.8mm) relief hole in the discharge pipe. It should be located within the wetwell, 2" (51mm) above the pump discharge but below the check valve. The relief hole al- lows any air to escape from the casing. Allowing liquid into the casing will insure that the pump can start when the liquid level rises. Unless a relief hole is provided, a bottom intake pump could "air lock" and will not pump water even though the impeller turns. All piping must be adequately supported, so as not to impart any piping strain or loads on the pump. The pit access cover must be of sufficient sire to allow for inspection, maintenance and crane or hoist service. IM/1IIV'�ING A11D GROU INDING Important notice: Read Safety Instructions before proceeding with any wiring. Use only stranded copper wire to pump/motor and ground. The ground wire must be at least as large as the power supply wires. Wires should be color coded for ease of maintenance and troubleshooting. Install wire and ground according to the National Electrical Code (NEC), or the Canadian Electrical Code, as well as all local, state and provincial codes. AInstall an all leg disconnect switch where required by code. ADisconnect and lockout electrical power before performing any service or installation. The electrical supply voltage and phase must match all equipment requirements. Incorrect voltage or phase can cause fire, motor and control damage, and voids the warranty. All splices must be waterproof. If using splice kits follow manufacturer's instructions. IAWARNINGI Select the correct type and NEMA grade junction box for the application and loca- tion. The junction box must insure dry, safe wiring connections. IAWARNINGI Seal all controls from gases present which may damage electrical components. IAWARNINGI FAILURE TO PERMANENTLY Hazardous GROUND THE PUMP, MOTOR AND voltage I CONTROLS BEFORE CONNECTING TO POWER CAN CAUSE SHOCK, BURNS OR DEATH. PU1*/3.1— C.../14jT1tOI PANELS) ��"✓ a�J�7�i� l �ir�tN FLOAT SWITCH TYPES There are two basic float switch designs; single-action and wide-angle. Single-action switches operate over a range of 15° so they open and close quickly. Wide-angle floats operate over a 90° swing with the tether length be- tween the float body and the pivot point controlling the On -Off range. The design determines how many floats are required with different systems or controls. Floats may be normally open (NO) for pump down applications or to empty a tank. Normally closed (NC) switches are used to pump up or to fill a tank. A single-action control switch may be used only with a control panel, never direct connected to a pump. The wide-angle, pump down switches may be used as direct connected pump switches or as control switches. SETTING THE FLOAT SWITCHES There are no absolute rules for where to set the float switches, it varies from job to job. Suggested Rules to Follow: All floats should be set below the Inlet pipe! Off Float: Best: set so free hanging the water level is always above the top of the pump (motor dome). Next Best: set so the water level is not more than 6" below the top of the pump. On Float: set so the volume of water between the On and Off floats allows pumps of 1'/z HP and under to operate for 1 minute minimum. Two (2) HP and larger pumps should run a minimum of 2 minutes. Basin technical brochure states the gallons of storage per inch of basin height. Lag/Alarm Float(s): should be staggered above the Off and On floats. Try to use most of the available storage provided by the basin, save some space for reserve stor- age capacity. Exact reserve may be called out by local codes. See Diagrams and Charts in Float Switch Chart Section. PANEL WIRING DIAGRAMS Our control panels are shipped with instructions and wir- ing diagrams. Use those instructions in conjunction with this IOM. Electrical installation should be performed only by qualified technicians. Any problem or questions pertaining to another brand control must be referred to that control supplier or manufacturer. ALARMS We recommend the installation of an alarm on all Waste- water pump installations. Many standard control panels come equipped with alarm circuits. If a control panel is not used, a stand alone high liquid level alarm is avail- able. The alarm alerts the owner of a high liquid level in the basin so they can contact the appropriate service personnel to investigate the situation. SINGLE PHASE PUMPS Single phase (10) pumps may be operated using a piggy- • • back or in conjunction with, or a Simplex or Duplex control panel. See Figures 1, 2 and S. Most i/a and '/z HP, 115 or 230 volt pumps, and some 3/4 and 1 HP pumps, are supplied with plug style power cords. They may be plugged into piggyback float switches for sim- ple installations. It is allowable to remove the plugs in order to hardwire or connect to a Simplex or Duplex controller. Removing the plug neither voids the warranty nor violates the agency Listings. See Figure S. ®WARNING PLUG -CONNECTED UNITS MUST O BE CONNECTED TO A PROPERLY GROUNDED, GROUNDING TYPE RECEPTACLE. ON NON -PLUG UNITS, DO NOT REMOVE CORD AND STRAIN RELIEF. Hazardous voltage DO NOT CONNECT CONDUIT TO can shock, burn or cause death. PUMP. Pumps with bare lead power cords can be hard -wired to a float switch, wired to a 10 contactor, a Simplex controller or a Duplex controller. Always verify that the float switch is rated for the maximum run amperage, maximum starting amperage, and the HP rating on the pump. Single-phase wastewater pumps contain on -winding overloads, unless noted on the pump nameplate. See Figures 1 and 2. THREE PHASE PUMPS: As a Minimum a 30 pump requires a 3 pole circuit breaker/ fused circuit, an across the line magnetic starter rated for the pump HP, and ambient compensated Quick Trip Class 10 overloads. SINGLE AND THREE PHASE CONTROL PANELS: Control panels are available as Simplex (controls 1 pump) or Duplex (controls 2 pumps). Our standard SES Series Panels are available with many standard features and can be built with our most popular options. We also custom build panels which offer many more design options. Custom control panels are available in many different configura- tions. Custom panel quote requests may be forwarded to Customer Service through any authorized distributor. Our duplex panels feature a solid-state printed circuit board design with standard high level alarm circuits. Other stan- dard features are: an auxiliary dry alarm contact for signal- ing a remote alarm and float switch position indicator lights. Our 30 panels have built-in, adjustable, Class 10 overloads. The adjustable overloads on all our 30 panels mean less la- bor for the installer and no need to order specific overloads. Most panels are in stock for immediate delivery without options. Heat Sensor and Seal Failure Circuit - Some Pumps are equipped with a seal failure circuit and a Heat sensor. On standard product the seal failure circuit, if supplied without Heat sensor will have an extra lead from the motor with two conductors. These leads will be Black and White and should be connected to the seal failure terminals in a panel supplied with this option. If a seal failure circuit and Heat sensor are supplied with the pump there will be a separate lead with four conductors. For these leads the connection for seal failure will be Black and Green and the Heat sensor will be Red and White. The model 1GD/12GDS can be or- dered with an optional seal failure circuit, but most dual seal pumps come with the seal failure circuit as a standard. Models with a 4NS/4DWC/4XD/4XWS have a standard configuration with seal failure and heat sensor. The leads are in a separate jacket with 5 leads. Black (tagged P1) and White (tagged P2) should be connected to thermal protec- tion terminals. The seal fail leads are Red (tagged W1) and Orange (tagged W2) and should be connected to the seal fail terminals. The additional lead is Green and should be connected to Ground. Panels will come equipped with a wiring diagram designating your connections. Panels must be ordered with the options for seal failure circuits and heat sensor circuits, since these panels can also be used on pumps without the option for these connections they do not come as standard on most panels. One additional style of seal failure and heat sensor circuits is our product sold with models GA(X) / 15GDS(X) / 20GDS(X); 2, 3, 4GV(X); 2, 3, 4MV(X); 2, 3, 4, 6MK(X). These units come with a single lead for power and controls. The conductor will come with 7 leads (previous to January 2013). Leads For seal failure and heat sensor will be Orange and Blue. Since these units use a different style sensor in the pump as well as a different option in the panel the connec- tions require only two leads. After January 2013 the lead colors on the pumps were changed to two (2) white leads for the seal failure and heat sensor. Be careful to choose the correct options in the panel selec- tion for each style pump. Always follow wiring schematic of the panel. Failure to wire the seal failure and heat sensor leads correctly may prevent the pump from running or cause nuisance tripping. TINS": ALL ATION Connect the pump(s) to the guide rail pump adapters or to the discharge piping. Slide rail bases should be anchored to the wetwell floor. Complete all wiring per the control panel wiring diagrams and NEC, Canadian, state, provincial and/or local codes. This a good time to check for proper rotation of the mo- tors/impellers. DO NOT PLACE HANDS IN PUMP SUCTION WHILE CHECKING MOTOR ROTATION. TO DO SO WILL ® CAUSE SEVERE PERSONAL INJURY. Always verify correct rotation. Correct rotation is indicated on the pump casing. Three phase motors are reversible. It is Hazardous Machinery allowable to bump or jog the motor for a few seconds to check impeller rotation. It is easier to check rotation before installing the pump. Switch any two power leads to reverse rotation. Lower the pump(s) into the wetwell. Check to insure that the floats will operate freely and not contact the piping. OPE'I3.A'i'TON Once the piping connections are made and checked you can run the pumps. Piggyback Switch Operation — Plug the piggyback switch into a dedicated grounded outlet and then plug the pump into the switch. Test the pump by filling the wetwell until the pump goes On. If the pumps run but fail to pump, they are probably air locked, drill the relief holes per the instruc- tions in the Piping Section. Check the operating range to insure a minimum one minute run time and that the pump goes Off in the correct position. Control Panel Operation — Fill the wetwell with clear water. • • • Use the pump H -O -A (Hand -Off -Automatic) switches in Hand to test the pumps. If they operate well in Hand pro- ceed to test Automatic operation. If the pumps run but fail to pump, they are probably air locked, drill the relief holes per the instructions in the Piping Section. Place Control Panel switch(es) in Automatic position and thoroughly test the operation of the ON, OFF, and Alarm floats by filling the wetwell with clear water. Important: Failure to provide a Neutral from the power supply to a 10, 230 volt Control Panel will not allow the panel control circuit to operate. The Neutral is necessary to complete the 115 volt control circuit. Check voltage and amperage and record the data on the front of this manual for future reference. Compare the am- perage readings to the pump nameplate maximum amper- age. If higher than nameplate amperage investigate cause. 'r"LOA T "N"11TCH AND PANNI EL C E- AIR T The purpose of this chart is to show the required switch quantities and the function of each switch in a typical wastewater system. The quantities required vary de- pending on the switch type, single-action or wide-angle. Switch quantities also vary by panel type: simplex with and without alarms, and duplex with alarms. Duplex Panels using single-action switches: Three Float Panel Wiring Operating the pump off the curve, i.e. with too little head or with high or low voltage will increase amperage. The motor will operate properly with voltage not more than 10% above or below pump nameplate ratings. Performance within this range will not necessarily be the same as the pub lished performance at the exact rated nameplate frequency and voltage. Correct the problem before proceeding. Three phase unbalance is also a possible cause. See Three Phase Power Unbalance and follow the instructions. Reset the Alarm circuit, place pump switch(es) in the Au- tomatic position and Control Switch in ON position. The system is now ready for automatic operation. Explain the operation of the pumps, controls and alarms to the end user. Leave the paperwork with the owner or at the control panel if in a dry, secure location. Simplex Panel using wide-angle switches: SimDlex Panel with Alarm SW1 Bottom Pump On/Off SW2 Top Alarm On/Off SimDlex Panel with No Alarm SW1 Pump On/Off SW1 Bottom Pumps Off SW2 Middle 1st Pump On SW3 Top 2nd Pump & Alarm On A/" Simplex Panel using single-action switches: J Four Float Panel Wiring OO SW1 Bottom Pumps Off Simplex D r SW2 2nd 1sT Pump On Inlet �r{j SW3 3rd 2nd Pump On SW4 Top Alarm On Alarm SW3 — Duplex Panels using wide-angle switches: Pump On 5w2 Three Float Panel Wiring SW2 Top Pump On Lead Pump On SW1 Bottom 1st Pump On/Both Off Pump Off SWt SW2 Top 2nd Pump & Alarm On SWt Four Float Panel Wiring SW1 Bottom 1st Pufnp On/Both Off SW2 Middle 2nd Pump On SW3 Top Alarm On Simplex Panel using single-action switches: SimDlex Panel with Alarm OO SW1 Bottom Pump Off SW2 Middle Pufnp On SW3 Top Alarm On/Off Inlet SimDlex Panel with No Alarm Alarm SWa— SW1 Bottom Pump Off Lag Pump On SW3- SW2 Top Pump On Lead Pump On SW2 Pump Off I SWt Discharge UJUJ Uj Discharge Duplex OO • • • "r- f:EE Pif ASEE,110WER UNEALANCE A full three phase supply consisting of three individual transformers or one three phase transformer is recom- mended. "Open" delta or wye connections using only two transformers can be used, but are more likely to cause poor performance, overload tripping or early mo- tor failure due to current unbalance. Check the current in each of the three motor leads and calculate the current unbalance as explained below. If the current unbalance is 2% or less, leave the leads as connected. If the current unbalance is more than 2%, current read- ings should be checked on each leg using each of the three possible hook-ups. Roll the motor leads across the starter in the same direction to prevent motor reversal. B. Divide the sum by three, yielding average current. C. Pick the amp value which is furthest from the average current (either high or low). D. Determine the difference between this amp value (furthest from average) and the average. E. Divide the difference by the average. Multiply the result by 100 to determine percent of unbalance. Current unbalance should not exceed 5% at service factor load or 10% at rated input load. If the unbalance cannot be corrected by rolling leads, the source of the unbalance must be located and corrected. If, on the three possible hookups, the leg farthest from the average stays on the same power lead, most of the unbalance is coming from the power source. To calculate percent of current unbalance: Contact your local power company to resolve the imbal- A. Add the three line amp values together. ance. Hookup 1 Hookup 2 Hookup 3 Starter Terminals L1 L2 L3 L1 L2 L3 L1 L2 L3 1 1 1 1 1 1 1 1 1 T T T T T T T T T Motor Leads R B W W R B B W R T3 T1 T2 T2 T3 T1 T1 T2 T3 Example: T3 -R = 51 amps T2 -W = 50 amps T1 -B = 50 amps T1 -B = 46 amps T3 -R = 48 amps T2 -W = 49 amps T2 -W = 53 amps T1 -B = 52 amps T3 -R = 51 amps Total = 150 amps Total = 150 amps Total = 150 amps =3=50 amps =3=50 amps =3=50 amps -46=4amps -48=2amps -49=1 amps 4=50=.08or 8% 2=50=.04or 4% 1=50=.02or 2% 1NS'1UL,1V 10N RES H DANCE READINGS Normal Ohm and Megohm Values between all leads and ground A new motor (without drop cable). A used motor which can be reinstalled in well. New motor. Motor in good condition. Insulation damage, locate and repair. 20,000,000 (or more) 10,000,000 (or more) 2,000,000 (or more) 2 (or more) 500,000 - 2,000,000 .5-2 Less than 500,000 Less than .5 Insulation resistance varies very little with rating. Motors of all HP, voltage and phase ratings have similar values of insulation resistance. Insulation resistance values above are based on readings taken with a megohmmeter with a 500V DC output. Readings may vary using a lower voltage ohmmeter, consult factory if readings are in question. 7 ENTGINIE3E XIING ,D fV fll Engineering data for specific models may be found in your catalog and on our website (address is on the cover). Control panel wiring diagrams are shipped with the control panels. Please use the control panel drawings in conjunction with this instruction manual to complete the wiring. PUMP OPERATION Minimum Submergence Continuous Fully Submerged Duty Intermittent Duty 6" Below Top of Motor NOT RECOMMENDED Pumpmaster and Pumpmaster Plus - Hard Wired junction Direct to box power ins(al)azion for \ source or 120V or 230V E vp(ioetiuns. a -k c :tai _ pump Figure 1 NOT RECOMMENDED Double Float - Hard Wired junction power box l aource E 9# o F cable connector switch f, pump Figure 2 a) OJ r V L 01 c v J .mac Determining Pumping Range 5.5 Pumping Range (inches) Figure 3 8 Maximum Fluid Temperature Continuous 104° F 40° C Operation Intermittent 140° F 60° C Operation Single -Action Float Switch "Typical" Installation AW11-11 T 6.(15'3 cm) 8' (20.3 cm) TURN ON LEVEL 6 (15`.33 cm) _ 1 Figure 4 Wide -Angle Float Switch Piggyback Pump plug switch plug —, A0 r T � Pumpin �. -range Figure 5 Figure 6 Three Phase Connection Diagram Standard without seal failure and heat sensor for powering pump. Ll 51 — —o�rX - i — Red — _ L2 14— Black PUMP white — J = GRD/1— I Green Figure 6 • Three Phase Standard Product Leads Power Lead Sensor Lei with Seal Fail only and High Temp MOL 4NS/4XD/4XS/4DWC Black Black Red Red Power White White Green \ Green Ruck Seal Failure Green Red :� Heat Sensor ,ita Sensor Ruck Seal White Red Orange Heat Sensor aan Figure 9 SensorBlack Lead Seal Failure only 1/2GA(X), 15/20GDS(X) White 2, 3, 4GV(X) - 2, 3, 4, 6MK(X) - 2, 3, 4MV(X) Figure 7 Black Red Previous to White January Green 2013 GreenNellow Orange Single Phase Blue \ Black White Gray Red Green After Black January Green 2013 White Black White Sensor \ Empty lead Seal Failure White Figure 10 No Heat Sensor available Figu re 8 9 CJ .0 YT9O'1 BL`LSH01,O1"ING IAWARNINGI FAILURE TO DISCONNECT AND LOCKOUT ELECTRICAL Hazardous POWER BEFORE ATTEMPTING ANY SERVICE CAN CAUSE voltage I SHOCK, BURNS OR DEATH. SYMPTOM PROBABLE CAUSE MOTOR NOT RUNNING Motor thermal protector tripped. NOTE: If circuit breaker "OPENS" repeatedly, DO NOT reset. Call qualified electrician. a) Manual operation b) Automatic operation NOTE: Check the pump in manual mode first to confirm operation. If pump operates, the automatic control or wiring is at fault. If pump does not operate, see above. PUMP WILL NOT TURN OFF LITTLE OR NO LIQUID DELIVERED BY PUMP PUMP CYCLES CONSTANTLY 10 Open circuit breaker or blown fuse. Pump impeller binding or jammed. Power cable is damaged. Inadequate electrical connection in control panel. No neutral wire connected to control panel. Inadequate electrical connection in control panel. Defective liquid level switch. Insufficient liquid level to activate controls. Liquid level cords tangled. Liquid level cords tangled. RECOMMENDED ACTION Allow motor to cool. Insure minimum pump submergence. Clear debris from casing and impeller. Determine cause, call a qualified electrician. Check motor amp draw. If two or more times higher than listed on pump nameplate, impeller is locked, motor bearings or shaft is damaged. Clear debris from casing and impeller, consult with dealer. Resistance between power leads and ground should read infinity. If any reading is incorrect, call a qualified electrician. Inspect control panel wiring. Call a qualified electrician. With switch disconnected, check continuity while activating liquid level switch. Replace switch, as required. Allow liquid level to rise 3" to 4" (76 mm - 101 mm) above turn -on level. Untangle cords and insure free operation. Untangle cords and insure free operation. Pump is air locked. Shut off pump for approximately one minute, then restart. Repeat until air lock clears. If air locking persists in a system with a check valve, a'/,6' (4.8 mm) hole may be drilled in the discharge pipe approximately 2" (51 min) above the discharge connection. Influent Flow is matching pump's discharge capacity. Check valve installed backwards, plugged or stuck closed. Excessive system head. Pump inlet plugged. Larger pump may be required. Check flow arrow on valve and check valve operation. Consult with dealer. Inspect and clear as required. Improper voltage or wired Check pump rotation, voltage and wiring. incorrectly. Consult with qualified electrician. Pump is air locked. See recommended action, above. Impeller is worn or damaged. Inspect impeller, replace as required. Liquid level controls defective Inspect, readjust or replace as required. or improperly positioned. Discharge check valve inoperative. Inspect, repair or replace as required. Sewage containment area too small. Liquid level controls defective or improperly positioned. Influent excessive for this size pump. Consult with dealer. Inspect, readjust or replace as required. Consult with dealer. is .• Typical Effluent, Sewage and Dewatering Pump Installations GOULDS WATER TECHNOLOGY LIMITED WARRANTY This warranty applies to all water systems pumps manufactured by Goulds Water Technology. Any part or parts found to be defective within the warranty period shall be replaced at no charge to the dealer during the warranty period. The warranty period shall exist for a period of twelve (12) months from date of installation or eighteen (IS) months from dare of manufacture, whichever period is shorter. A dealer who believes that a warranty claim exists must contact the authorized Goulds Water Technology distributor from whom the pump was purchased and furnish complete details regarding the claim. The distributor is authorized to adjust any warranty claims utilizing the Goulds Water Technology Customer Service Department. The warranty excludes: (a) Labor, transportation and related costs incurred by the dealer; (b) Reinstallation costs of repaired equipment; (c) Reinstallation costs of replacement equipment; (d) Consequential damages of any kind; and, (e) Reimbursement for loss caused by interruption of service. For purposes of this warranty, the following terms have these definitions: (1) "Distributor" means any individual, partnership, corporation, association, or other legal relationship that stands between Goulds Water Technology and the dealer in purchases, consignments or contracts for sale of the subject pumps. (2) "Dealer" means any individual, partnership, corporation, association, or other legal relationship which engages in the business of selling or leasing pumps to customers. (3) "Customer" means any entity who buys or leases the subject pumps from a dealer. The "customer" may mean an individual, partnership, corporation, limited liability company, association or other legal entity which may engage in any type of business. x 14 ylem Let's Solve Water THIS WARRANTY EXTENDS TO THE DEALER ONLY. Xylem Inc. 2881 East Bayard Street Ext., Suite A Seneca Falls, NY 13148 Phone: (866) 325-4210 Fax: (888) 322-5877 www.gouldswatertechnology.com Goulds is a registered trademark of Goulds Pumps, Inc. and is used under license. 0 2012 Xylem Inc. IMI 07 Revision Number 6 May 2014 © 2008 Details Provided by APPIAN Consulting Engineers www.oppionengineers.com GENERAL NOTES: 1. Design specifications conform to latest ASTM C1227 specifications "Precast Concrete Water and Wastewater Structures" 2. Concrete compressive strength 4,000 psi minimum. 3. Steel reinforcing design to conform to the requirements of ASTM C890 specifications for ` "Structural Design Loading for Water and Wastewater Structures" and shall utilize grade 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 riser or 20" round EZ set lid. Supplied by either Dellinger Precast or customer. To be field adjusted using approved methods by contractor. 5. Pipe penetration locations as per job requirements. Pipe inlet and outlet locations to have PSX Direct Drive boots or equal. Pipe Inlet locaions (typical 3 sides) to be knock out pannels. Effluent Filter supplied by Dellinger. Inlet Tee & Pipe supplied 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-1988, and ASTM C-990-91. 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..;, 9. Sections are monolithic. Weights: Top Slab' 1,687 t lbs. Base Section 8,420 t lbs. ' 10. I.D. = Inside dimension O.D. = Outside dimension NOTES ,? r`; L = Length 3 & 4� ` W = Width H = Height W 9 a O Z P- O - ---- ----- Y—� � U OPTIONAL _ Ir- CN RISER DETAIL � C 22"_ _22"_ , c` N I I (p I I „✓ i Q o t;NOTE 6IZ ; u OPTIONAL ROUND LID ; ? I I 22" DIA I I 3" THICK WALLS TYP. IMPRINT: —� STB-524LLJ Q 1,000 Gal. Ne'00 4" OUTLET `. v EFFLUENT I<; FILTER NOTESl y 3&5 I � I a 30% LIQUID 20" DIA I DEPTH FROM BOTTOM BOTH J SIDES. NOTE 10 Tv w'Sip4`1 •D I .D) 06/30/2008 — 3:48:02 PM OUTLET INLET WATER p LEVEL 0 O iv IE - FLOW oo �n = a> y L0 Lr) _ � s ELEVATION .•� �NOTES 3&4 T t . �01 ZOII l TOP SLAB NOTE 3 t3o4%ull T-eP DIM'S 4" KO INLET (TYP. 3 SIDE) TEE - SEE NOTES 3 & 5 NOTE 6 I2" x 8 1/2" VENT AT TOP OF BAFFLE I NOTE 3 (3)4" DIA. HOLES r 3" THICK WALLS TYP, BOTTOM DIM'S BASE SECTION ® 1,000 Galion To Slab Scale Scale: ( Not To e D /� 1 Revision Date: SEPTIC TANK _ February 2008 4531 North Hwy 16 • Denver, N.C. 28037 -""Phone:�8-166 704- 83-2868 04-483-2 tail # .. .. . , .. Fax:... , 7 363 ST -1,000 -TS De 800-94 6 4 , © 2008 Details Provided by APPIAN Consulting Engineers www.appionengineers.com GENERAL,. NOTES: 1. Design specifications conform to latest ASTM C1227 specifications "Precast Concrete § Water and Wastewater Structures" 3 2, Concrete compressive strength 4,000 psi minimum. 3. Steel reinforcing design to conform to the requirements of ASTM C890 specifications for "Structural Design Loading for Water and Wastewater Structures" and shall utilize grade 60 re -bars conforming to the requirements of ASTM A615 or WWF conforming to the jrequirements 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 using approved methods by contractor. 5. Pipe penetration locations as per job requirements. Pipe inlet and outlet locations to a have PSX Direct Drive boots or equal. Pipe Inlet locaions (typical 3 sides) to be knock ;s out pannels. Pipe supplied & installed by contractor. z4 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), t AASHTO M-1986, and ASTM C-990-91. 7. Lift Insert /Lift Eye Pin by M.A Industries or e�tal Cast -in by Dellinger Precast. Lifts meet or exc a� L OSHA requirements. 8. Method of namufacture is Wet Cast. 9. Sections are monolithic. Weights: ' Top Slab 2,636 ± lbs. Base Section 7,453 ± lbs. j� 10. I.D. = Inside dimension NOTES O.D. = Outside dimension 3 & 4 j= L = Length 1 W = Width 1 H = Height s� p z_ ,II t- 0 N LO I O 0 (D u ----------- OPTIONAL ROUND LID 26" DIA 24" DIA_ `---------- 3" THICK WALLS TYP. IMPRINT: PT -141 vwi 1500 Gal. 4" OUTLET v NOTES � 3&5 06/30/2008 — 3:39:18 PM OUTLET INLET O ° o LO F v v �n ELEVATION 24" DIA. , 10 ■ 1,500 Gallon (Top Slab) 9 TOP SLAB NOTE 3 TOP DIM'S 0.� B PUMP TANK 4531 North Hwy 16 . Denver, N.C. 28037 Phone: 800-948-1666 - 704-483-2868 Fax: 704-483-236 4" KO INLET (TYP. 3 SIDE) SEE NOTES 3&5 NOTE 6 NOTE 3 3" THICK WALLS TYP. BOTTOM DIM'S - BASE SECTION Scale: Not To Scale Revision Date: February 2008 ""'Detail # PT -1,500 -TS AQUAWorx by INFILTRATOR IPCTIPanels Installation Manual MAR -04 �J .6u I❑ , 11*1111,A0h6d * A iE .t a ^,;.`<s r6�•`-.} :,aar.,'"�.�': �:r?:',�.`�'jt, ✓�t ^1�"� p5'. •w,`•i5 gX AQ AW:Cl.• �0"-rAF �a`"Y°:� 'zi.�?� ,,: w:�i; wry:• � , "�i��--r< n•r r�ri r«.rn^. r.Mw G..ene.�,•a,. �.�:�: a, a.ro, tl �+.. '. .. �;• is .{x.114 �-' 9 To download the complete manual visit www.aquaworx.com www.infittratorsystems.com JUNE 2013 OW • • • AOUAWORX IPC PANEL INSTALLATION INSTRUCTIONS The Aquaworx IPC (Intelligent Pump Control) Panel provides an innovative approach to pump control. Designed specifically for the onsite industry, the IPC Panel leverages simple pressure transducer technology for the enhancement of pump system performance, and ease of installation. Relying on an embedded microprocessor in the pump controller and a floatless pressure transducer in the pump chamber, the IPC Panel monitors liquid levels, controls pumping time intervals, and logs events in real time. Using the Mountable and Removable Controller (MARC) as the user interface, the IPC Panel offers a cost- effective solution with expanded capability. Aquaworx offers three models of the IPC Panel; Simplex, Duplex and Sand Filter, to meet a variety of system design requirements. The Simplex Panel has the ability to time control a single pump, while the Duplex Panel can control two pumps in an alternating design with independent timing. The Sand Filter Panel has the ability to time control two individual pumps having independent level sensors, allowing for a design which can time -dose a treatment system and drainfield. FIGURE 1: PUMP TANK TRANSDUCER ASSEMBLY 1. General Unpack the Aquaworx IPC Panel and check for any visible damage both external and internal. Also verify that there are no cracks or damage to the pressure transducer bell. Note: You will need to identify the number on the pressure transducer bell as it is needed during the MARC setup. Notify Aquaworx immediately at 1-877-278-2979 if any damage has occurred. ALL INSTALLATIONS MUST BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL CODE. c Aquaworx IPC Panel ,s REQUIRED Gas Tight Seal Pump Tank Riser Excess Transducer Cable. 1 Looped Snorkel secured to Top of -Pump AOUAWORX IPC PANEL INSTALLATION INSTRUCTIONS II. Installing the IPC Panel NOTE: A qualified electrician must perform all wiring. Complete wiring diagram available at www.aquaworx.com The following components and tools may be required for installation: • Screwdriver (sm and med size flat head) • Pipe cutter and tape measure • Fish tape • Wire strippers/cutters • Electrical tester • Drill • 314" to 1" screws • 1" PVC coupler • Step bit • Hole saw • Electrical conduit • Electrical tape • Splice box for pump connection • Waterproof wire connectors • 1" PVC (for transducer handle, amount determined by tank depth (6' length typicaD 1. Mount the IPC Panel to the wall or post. Position the IPC Panel so that the power supply enters the IPC Panel through the bottom approximately 1" to the right of the audible alarm unit. 2. On Simplex Panels drill two holes (3 holes for duplex) in the bottom of the enclosure spaced approximately 2" apart and in line with the audible alarm unit. When facing the panel, the order of conduit connections from left to right is shown below, as well as illustrated in Figure 2: RE 2: IPC PANEL WIRING SETUP AND VSDUCER 3 -WIRE CONNECTION board ducer signal wire terminal strip or surge suppressor ated alarm from supply (q1) ,olt, 20 amp source) ated pump circuit from supply (42) rr 220 volt, 20 amp source; up to a 2 HP pump) r from panel to pump 1 A for duplex) r from panel to pump B w only) section required for a duplex system only 1d terminals le alar unit r in r out ducer signal wire Power in: 2 dedicated 20 amp circuits from house to power the panel, 120V (1) and pump, 120V or 220V(2) Power out: Power supply from panel to pump Transducer signal wire: Signal transmission from panel to pump NEMA 4X fittings must be installed in each field -drilled hole to retain the integrity of the enclosure's 4X rating. =.,jAQUAWOrx- Contact Infiltrator Systems Inc. 1-800-221-4436 for additional technical and product information. Contact Infiltrator Systems Inc. 1-600-221-4436 for additional technical and product information. #AQUAWOrx-® Conduit -------- Tv� Transducer Signal Wire Pump Discharge Pump Power Supply Pressure Transducer Bell -Pump AOUAWORX IPC PANEL INSTALLATION INSTRUCTIONS II. Installing the IPC Panel NOTE: A qualified electrician must perform all wiring. Complete wiring diagram available at www.aquaworx.com The following components and tools may be required for installation: • Screwdriver (sm and med size flat head) • Pipe cutter and tape measure • Fish tape • Wire strippers/cutters • Electrical tester • Drill • 314" to 1" screws • 1" PVC coupler • Step bit • Hole saw • Electrical conduit • Electrical tape • Splice box for pump connection • Waterproof wire connectors • 1" PVC (for transducer handle, amount determined by tank depth (6' length typicaD 1. Mount the IPC Panel to the wall or post. Position the IPC Panel so that the power supply enters the IPC Panel through the bottom approximately 1" to the right of the audible alarm unit. 2. On Simplex Panels drill two holes (3 holes for duplex) in the bottom of the enclosure spaced approximately 2" apart and in line with the audible alarm unit. When facing the panel, the order of conduit connections from left to right is shown below, as well as illustrated in Figure 2: RE 2: IPC PANEL WIRING SETUP AND VSDUCER 3 -WIRE CONNECTION board ducer signal wire terminal strip or surge suppressor ated alarm from supply (q1) ,olt, 20 amp source) ated pump circuit from supply (42) rr 220 volt, 20 amp source; up to a 2 HP pump) r from panel to pump 1 A for duplex) r from panel to pump B w only) section required for a duplex system only 1d terminals le alar unit r in r out ducer signal wire Power in: 2 dedicated 20 amp circuits from house to power the panel, 120V (1) and pump, 120V or 220V(2) Power out: Power supply from panel to pump Transducer signal wire: Signal transmission from panel to pump NEMA 4X fittings must be installed in each field -drilled hole to retain the integrity of the enclosure's 4X rating. =.,jAQUAWOrx- Contact Infiltrator Systems Inc. 1-800-221-4436 for additional technical and product information. Contact Infiltrator Systems Inc. 1-600-221-4436 for additional technical and product information. #AQUAWOrx-® III. MARC CONTROLLER SETUP The MARC will power up and log in when plugged into the • control panel. Upon power up the MARC will recognize the panel model and Mode settings and initiate the proper software. A system flow chart for a simplex panel is presented below. Menu categories are listed across the top of the flow chart. To move laterally press the +,- or the right/ left pointing arrows. To enter a menu category item tap the "Enter" or down pointing arrow. To exit a menu category tap the up or exit button. FIGURE 3: MARC SIMPLEX MENU OPTIONS MAPPING View Status "A" View Events Manual Run SD Card , �I Pump "A" or 'T Settings Operations I ima Slate Level0400 12:30:16 0012 Time State Level 00000 Wading 00.00 Man ON 00.0 00000 AIRIm 00.00 Pump On Time I Run Time =000000003 I continuation of events I Time State Level Doses=00000 V=00000 epen4 thedamWnl stonored 000.00MStop 00.00 061403 11.53A6 I Pump Off Time OOt2 Event SW=OLL 3.00 VI.0Ad Clear Events 10 = 0440.2012 1 AOUA'WORX 060:00 HUZ R1.3.22 by Infiltrator I Veto On Time 4V INFILTRATOR® systems inc. Duplex systems controlling two pumps will have a similar flow pattern with the addition of View Status B, Manual Run B and Pump B Settings. Press "Enter" or the down button to enter each menu option. Once in a menu option press the +,- or the right/ left pointing arrows to navigate the menu options. "Enter" is also used to turn pumps On & Off in the manual mode and when finished making a change to a setting or value. 300 AOUAWORX HUI R1.3.2.G td 2012 LIPS Activate Pump "A" Time Settings SD Card , �I Settings Settings Operations I WaringlPumpingadle 00130 Pump On Time I Set Time 8 Date save Events Level 016 I 011.00 I 12:04:51 0614.13 YM I I Pump Off Time I Clear Events 060:00 YM I I Veto On Time Save Settings 01:00 I YM Save Full Event File Veto 011 Time YM 030'00 1 High Levet 20.0 I Veto Level 19.0 I Start Level 1.0 I Zero Blas 07, 08, 09... I Auto Clear I Activate I 4Business Park Road P.O. Box 768 Old Saybrook, CT 06475 860-577-7000 • Fax 860-577-7001 1-800-221-4436 www.infiltratorsystems.com toAQUAworx by INFILTRATOR Login U.S. Patents: 4,759,661; 5,017,041; 5,156,488; 5,336,017; 5,401,116; 5,401,459; 5,511,903; 5,716,163; 5,588,778; 5,839,844 Canadian Patents: 1,329,959; 2,004,564 Other patents pending. Infiltrator, • Equalizer, Quick4, and SideWinder are registered trademarks of Infiltrator Systems Inc. Infiltrator is a registered trademark in France. Infiltrator Systems Inc. is a registered trademark in Mexico. Contour, MicroLeaching, PolyTuH, ChamberSpacer, MultiPort, PosiLock, QuickCut, OuickPlay, SnapLock and StraightLock are trademarks of Infiltrator Systems Inc. PolyLok is a trademark of PolyLok, Inc. TUF-TRE is a registered trademark of TUF-TITE, INC. Ultra -Rib is a trademark of IPEX Inc. © 2013 Infiltrator Systems Inc. +Allllyrights reserved. Printed in U.S.A. IIR35 06131SI r�� 11�Y��"'t 11p11 BE, 1��lYi�•}I�g Ii PIyY'iYi'Yil l�'�1��i1�t 111111111rli, li'llf �11iIL'I IiiCVlllii dl ll�,`Y�i.rl�; �l'lll,iyd itllllll�il�ll��l II �ly l�l'tyl�iel ;1���1�I�D'�I�71��'�1� 0 0 • A300 -8x18 -VC Page 1 of 1 home Shopping Cart 3 • Effliie6t;Filte`rs _FidVVII ;;Y!',�..rr�%s,r�.,s'��„i<`'' :W':Psj„3a�•"j^:2'�4 (' Alarms<&Control`, �'. �.. ga. r_l1 €`•''•U%Filtratiori "x ':Landscape`.Storie's> I'•,,;: O1gr:"Conrtroll,�� �`-; �.�°��� i3'€: ":Ji �i f�1b4µ z•y.d 2.''^,°Ya7 ftI Drainage^,aProducts. ¢ 's.'jjDistrib•utiow �;e>''K t�;�0 site�Wastewat`e 4'oFilter: &`Pump' ',Basins f 'urnp,Accessories :t ,'•V0, e�Ui=gestinN. gar,..: Privacy Policy Terms Email Home > Effluent Filters > 8" Effluent Filters by Zabel > A300 -8x18 -VC A300 -8x18 -VC Item# a3008x18vc $227.80 Options: I None Add to cart Product Description The finer 1/32” level of filtration achieved with the A300-8 filter makes this the perfect effluent filter for small grease trap applications, dog kennels, Laundromats and other applications where fine suspended solids are present. The A300 series offers flow rates of 1200-2400 GPD. The A300-12 Series provides 1/32" filtration and has been shown to reduce FOG by as much as 50- 98%. The A300-12 series offers flow rates of 3000-6000 GPD, The A300-12 is also used for onsite wastewater systems which require a finer level of TSS removal. The A300-8 Series filter is available in 12", 26" and 32" lengths. The A300-12 Series filter is available in 20", 28" and 36" lengths. Features: • Easy to install. • Accepts 1" PVC handle extension. • Optional SmartFLlter® switch and alarm. Installation & Maintenance: Click Here! Technical Data: Housina Drawino Filter Drawing Zabel GPD chart Zabel filter catalog oages http://zabelstore.stores.yahoo.net/a3008xl8vc.html 7/31/2014 f� 1 \100 (14 PLATES) 14.12" (35.86 CM) \300 (15 PLATES) 14.70" (37.34 CM) \600 (15 PLATES) 14.48" (37.78 CM) I Al 00 - A600 8x18 CARTRIDGE ® Z,bel A OM io" of PO4dok Inc. 8" FILTER CARTRIDGE SERIES MATERIAL - ABS COLOR: SOCKET ACCEPTS Al 00 - WHITE FILTER SWITCH A300 - GREEN PART NO. 3014B A600 - BLACK Al 00 -1116" (.158 CM) FILTRATION: 8X18 - 59.50' (18.14 METERS) 8X26 - 89.25'(27.20 METERS) 8X32 -119.00' (36.27 METERS) A300 -1132" (.08 CM) FILTRATION A600 -1164" (.04 CM) FILTRATION: 8X18 - 63.75' (19.43 METERS) 8X26 - 93.50' (28.50 METERS) 8X32 -123.25' (37.57 METERS) A100 (21 PLATES) 21.12" (53.64 CM) A300 (22 PLATES) 21.49" (54.58 CM) A600 (22 PLATES) 21.16" (53.74 CM) Al 00 - A600 8x26 CARTRIDGE 08.000 C20.3 cm] A100 (28 PLATES) 28.12" (71.42 CM) A300 (29 PLATES) 28.28" (71.83 CM) A600 (29 PLATES) 27.87" (70.79 CM) Al 00 - A600 8x32 CARTRIDGE O 3� 8.073 \ [20.5 cm] 8" FILTER PLATE 4.25 FT. OF FILTRATION PER FILTER PLATE 4.25 [10.8 cm] 1 2.59 [6.6 cm] OPTIONAL HANDLE EXTENSION AVAILABLE FOR 1" SCHD 40 PIPE PART NO. - 3014-H FILTER HANDLE '�.. C:'.TAWBA COUNTY j V. Public Health Department Case # WLS2007 00730 Environmental Health Division Subdivision CATAWBA SHORES i v Sect/BUPh/Lot # •, � -` � ; / PO Box 389, 100-A Southwest Blvd, Newton, NC _8658 1 7A (828) 465-8270 FAX (828) 465-8276 TDD (828) 465-8200 PIN# 372516840397 fpplicant/Owner TERRY COOKE & HARRIET COOKE PCIS -0 $(' Site Address: 3025 44TH AV DR NE HICKORY NC a Property Size: SF •88 ACRES Directions: Highland AV going east/ LT Springs RD/ LT Sulphur Springs RD/ LT 44th AV DR NE/ lot on right just before cul-de-sac Improvement Permit Permit Valid For: Five years _ lel-l" No Expiration Facility (Residential): House House X Mobile Home Multi -Family Bedrooms 4 New? ✓ Addition? Projected Daily Flow If g D g,p.d Water Supply Private Well? Public? r/' Semi -Public? Basement: y Basement Plumbing: N HotTub/Spa: —_ Special Fixtures (explain): Proposed Wastewater System: Loma- �' }r, ✓r,� p,•rlt Type: JJ7A Proposed Repair: Permit Conditions: 1 ����er^�for n zu�iu{ fir. 13T¢� Nn d rrja ,r stj -f n s Ay �will ( h ,t3N ,a,, jaoy6Ac C ;i 4-Z Jk"J. Owner or Legal Representative Signature:(N�Date: 1 --as -o8 Date: State Agent: T=o 3' The issuance of this permit by the Health Department does not guarantee the issuance of other permits. It is the responsibility of the applicant/properly 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 Sewaee Treatment and Disposal Svsterns' (15A NCAC 18A.1900). Neither Catawba County nor the Environmental Health Specialist warrants that the septic tank system will continue to function satisfactorily for any given. period of time. Authorization to Construct Wastewater Svstem (Required for Buildina Permit) * See site plan and additional attachments ( ). Proposed Wastewater System: Type: wastewater Flow -- g.p.d New Repair Expansion — Soil LTAR: ci.p.d./ft2 Type of Facility: Basement: - Y Basement Plumbing: N HotTub/Spa: Y_ Special Fixtures (explain): Wastewater Svstem Requirements Tank Size: Septic Tank gal Pump Tank gal Grease Trap gal Drainfield: Total Area: sq ft Total Length: ft Maximum Trench Depth in Trench Width ft Minimum Soil Cover in Minimum Trench Seperation ft Distribution: Distribution Box Serial Distribution Pressure Manifold LPP Other Additional Specifications: Authorized State Agent: Date: Permit Expiration Date: 1 have read and accept the specifications and all conditions of this permit as indicated. Owner or Legal Representative Signature: Date: 0 Form B ,-\ndem rl\FmmWWLSanu. m! CA'1'AWBA COUNTY Public Health Department Case # WLS2007-00730 } Environmental Health Division Subdivision CATAWBA SHORES PO Box 389, 100-A Southwest Blvd, Newton, NC 28658 Sect/BUPh/Lot # 1 7A (828) 465-8270 FAX (828) 465-8276 TDD (828) 465-8200 PM# 372516840397 • Applicanti0wner TERRY COOKE & HARRIET Site Address: 3025 44TH AV DR NE HICKORY NC Property Si SF •88 ACRES Directions: Highland AV going east/ LT Springs RD/ LT Sulphur Springs RD/ LT 44th AV DR NE/ lot on right just before cul-de-sac Improvement Permit IM Authorization To Construct SITE PLAN Well Permit f st 9- �1 ff Q ►t rn,y n � � r✓ r v'o_i bd M 4^ ir J `f1.,7A (:��attib�� f�r7✓�-r Jo4 yJ- IS8907-0li V,Y{LpirES� s y JIM E 1=30 Scale System components represent approximate contours only. The contractor must flag the system prior to beginning the installation to ensure that proper grade is maintained. Do not install system under Wet conditions. This permit is subject of revocation if the site plan or site conditions are altered. eAuthorized State Agent Date Form C r.\Tidcmmt+fnmi NWLSnnn.ml m - Rl'Zcc I N GRAPHIC SCALE .......... ..... - SHURFORD DEVELOPMENT LOT 7A CATAWBA SHORES CATAWBA COUNTY, NORTH CAROLINA SCAIE IDRAWN BY. AB SHDWN 1811 CNEGKEb RYA PGP jX8NO. OATE.2008 MURE NO. *S&ME �vww.SfAFNC - Rl'Zcc I N GRAPHIC SCALE .......... ..... - SHURFORD DEVELOPMENT LOT 7A CATAWBA SHORES CATAWBA COUNTY, NORTH CAROLINA SCAIE IDRAWN BY. AB SHDWN 1811 CNEGKEb RYA PGP jX8NO. OATE.2008 MURE NO. niJNLn1 S[i i11E1 JidlLb.r44115�.41ilSLIi6r1..71i lI,Y{61EuFFtloJd" - ii.1i71 t,u..:__e- _ _ _-_ __ 2:n Y4.__1�.y '1- __ � #S&ME • October 9, 2007 Shurford Development, Inc. Post Office Box 2228 Hickory, North Carolina 28603 Attention: Mr. John Sigmon Reference: Soil Scientist Evaluation Potential For Alternative WWT And Disposal System Catawba Shores Lot 7A Catawba County, N.C. S&ME, Inc. Project No. 1588-07-061 Dear Mr. Sigmon: S&ME, Inc (S&ME) has conducted a preliminary soil scientist evaluation on the.above referenced property in Catawba County, North Carolina. The evaluation was performed to preliminarily evaluate and assess the general suitability of the site soils with regard to the installation of an alternative on-site subsurface wastewater treatment and disposal system associated with residential development. The evaluation was performed in general accordance with S&ME Proposal No. 1588-07-PO84 dated July 30, 2007 and Letter of Authorization 01-07 (Revision 1) dated August 7, 2007. All ratings were determined in accordance with the "Laws and Rules for Sewage Treatment and Disposal Systems (15A NCAC 18A. 1900)". BACKGROUND A soil scientist evaluation for an alternative on-site wastewater treatment and disposal systems was conducted by an S&ME Soil Scientist on August 22, 2007. The referenced property evaluated is located off of 44th Avenue Drive N. E. in Catawba County, North Carolina. The referenced property has been evaluated by Catawba County Environmental Health Department for an Improvement Permit and is currently unapproved. SWE, INC. / 3718 Old Battleground Road / Greensboro, NC 27410 / p 336.288.7180 t 336.288.8980 / www.smeinc.com Soil Scientist Evaluation SWE Project No, 1588-07-061 Catawba COUntv — Catawba Shores Lot 7A October 9, 2007 tork METHODS AND PROCEDURES The preliminary soil scientist evaluation was conducted to assess the general suitability of the site soils with regard to the installation of an alternative on-site subsurface wastewater treatment and disposal system associated with residential development. The evaluation consisted of review of topographic / aerial maps, reconnaissance and visual inspection of the site, and the evaluation of subsurface soils by backhoe pits at select locations across the site. The soils were evaluated for the following site specific characteristics: texture; color; structure; soil depth; depth and thickness of any restrictive horizon(s) if present; depth (if present) of a seasonal high water table; and topography and landscape position. With this information the backhoe pits evaluated were rated in accordance with the "Laws and Rules for Sewage Treatment and Disposal Systems (15A NCAC 18A .1900)". RESULTS AND DISCUSSION A total of 10 backhoe pits were evaluated to a depth of 4 feet and were described to evaluate soils on the site. The locations of pits have been marked in the field with blue surveyor's flagging. Based on information obtained from the preliminary site review, and from the 10 pits S&ME feels that there may be a potential area in the front portion of the lot 7A that may be utilized for a Low Pressure Pipe System and subsurface drip irrigation repair for residential development. House location, number of bedrooms, basement or no basement, driveways, other structures, and final soil evaluation by Catawba County Environmental Health Department (CCEHD) will have an impact on whether or not CCHD issues or denies an Improvement Permit (IP). In order to proceed with the hope of obtaining an Improvement Permit for lot 7A, S&ME recommends we assist with the following: I , A site plan be developed around the limitations of the potential area in the front portion of the lot that may be utilized for a Low Pressure Pipe System and subsurface drip irrigation repair, 2. A meeting on site with Catawba County Environmental Health Specialists to present and evaluate the site for an Improvement Permit with regards to the potential site plan. This report does not constitute or imply approval for permit, as required by the CCEHD. S&ME recommends that any potential buyer obtain an IP from the CCEHD before closing due to the soil and site difficulties with permitting. Soil evaluations are done based on interpretations of the rules governing wastewater treatment and disposal systems and are not guarantees for site approval. Current soil science and environmental health sampling procedures have been used for this evaluation. is Soil Scientist Evaluation Catawba County — Catawba Shores Lot 7A CLOSING SWE Project No. 1588-07-061 October 9. 2007 S&ME appreciates the opportunity to provide soil scientist services to you. If you have any questions or comments or require additional information please contact us at your convenience. Sincerely, S&ME, Tiic. Jacob Presley, L.S.S. 9PW Paul Penninger, L.S.S. Project Professional Project Manager Senior Reviewed By: RPW S:\1588\1588 REPORTS\Reports.07\1588-07-061 Shurford Development • 9 r�L *S&ME Celebrating 35 Years June 30, 2008 1973.2008 Shurford Development, Inc. Post Office Box 2228 Hickory, North Carolina 28603 Attention: Mr. John Sigmon Reference: Summary of Technical Assistance Provided for Septic System Permitting Catawba Shores Lot 7A Catawba County, N.C. S&ME, Inc. Project No. 1588-07-061 Dear Mr. Sigmon: S&ME, Inc (S&ME) has provided further technical assistance in regards to the soil evaluation and septic system layout for the above referenced property in Catawba County, North Carolina. The evaluation was performed in general accordance with S&ME Proposal No. 1588-07-PO84 dated July 30, 2007 and Letter of Authorization 01- 08 dated April 4, 2008. All work was done in accordance with the "Laws and Rules for Sewage Treatment and Disposal Systems (15A NCAC 18A. 1900)". The referenced property is located off of 44"' Avenue Drive N. E. in Catawba County, North Carolina. The referenced property has been evaluated by Catawba County Environmental Health Department (CCEHD) for an Improvement Permit (IP) and currently has not been approved for an IP. After their initial evaluation, the CCEHD requested that Shurford Development seek the assistance of a NC Licensed Soil Scientist in order to proceed in possibly obtaining the desired IP. S&ME Soils Scientists conducted a soil scientist evaluation on the above referenced tract for the potential of an alternative wastewater t7•eatment and disposal system on August 22, 2007. S&ME soil scientists presented their findings and recommendations in the report Soil Scientist Evaluation Potential for Alternative WWT and Disposal System, Catawba Shores Lot 7a, Catawba County, N.C., S&ME, Inc. Project No. 1588-07-061, dated October 9, 2007, In April, 2008 Shurford Development requested that S&ME provide further technical assistance in possibly obtaining an IP for the above referenced tract. S&ME Soil Scientists met with CCEHD Specialist Robbie Phelps on May 6, 2008 on the lot to review and discuss the lots limitations and options with regards to an Improvement Permit for the proposed 4 bedroom home site. SWE, INC. / 3718 Old Battleground Road / Greensboro, NC 27410 / p 336.288.7180 f 336.288.8980 / www.smeinc.com Technical Assistance SWE Project No. 1588-07-061 Catawba Countv — Catawba Shores Lot 7A June 30. 2008. S&ME Soil Scientists and CCEHD Specialist Robbie Phelps reviewed the backhoe pits previously dug on the lot, the proposed house plan, and a proposed system layout for a Low Pressure Pipe septic system. After the review, Mr. Phelps verbally agreed that a Low Pressure Pipe septic system could be utilized with a 0.125 gallons per day per square foot Long Term Acceptance Rate in the area S&ME Soil Scientists had flagged for the proposed drain lines with pin flags. However, due to the proposed house plan and house location Mr. Phelps requested that the pin flags be surveyed and a detailed site plan be developed in order to help determine if sufficient available space was present for repair area on the lot utilizing a Pretreatment Drip System. Carl D. Bunton & Associates surveyed the pin flags for the proposed Low Pressure Pipe primary system (Figure 1). S&ME Soil Scientists then developed a potential site plan using the located pin flags and desired house plan (Figure 1). This preliminary site plan was presented to the CCEHD and Mr. Harry McComb for review before completing the design of the Low Pressure Pipe system. Mr. Phelps verbally agreed that this site plan may work, but he needed a detailed design of the Low Pressure Pipe System before issuing an IP and Authorization to Construct. An email from Mr. McComb on June 17, 2008 stated that the buyer had agreed to close on the lot as -is without an Improvement Permit from the CCEHD. Mr. McComb stated the buyer would assume the responsibility for the system design. This report and previous documents from S&ME do not constitute or imply approval for permit, as required by the CCEHD. S&ME recommends that any potential buyer obtain an IP from the CCEHD before closing due to the soil and site difficulties associated with permitting this lot. Soil evaluations are done based on interpretations of the rules governing wastewater treatment and disposal systems and are not guarantees for site approval. Current soil science and environmental health sampling procedures have been used for this evaluation. S&ME appreciates the opportunity to provide soil scientist services to you. If you have any questions or comments or require additional information please contact us at your convenience. Sincerely, S&ME, Inc. Jac Presley, .S. Project Professional Senior Reviewed By: RPW Attachments: Figure 1 cc: Harry McComb 44k- Paul Penninger, L.S.S. Project Manager 0 S:\1588\1588 REPORTS\Reports.07\1588-07-061 Shurford Developmenth588-07-061 Shurford Soil Report(2)6-25-08.doc • N L CL o Q) n LoIt: 0 3,. s z, zs sL S -- 'gc-jzz u o 3718 OLD ROAD GREENSBORO. NC. 27110 a �Q 3R28RWNO PH. 33szao-)1Bo c.� FM 338-288898] (f) a WWW.SMEINC.COM ;s o� n .CL o 3/11b4 �3�ba0 .0 t a m,.L24t0-98 N GRAPHIC SCALE ae a soeoe r -3o v SHURFORD DEVELOPMENT LOT 7A CATAWBA SHORES CATAWBA COUNTY, NORTH CAROLINA SCALE DRAWN BY: CHECKED BY: AS SHOWN I JBP PGP JOB NO DATE: FIGURE NO. 18-0 587-061 June. 2008 3718 OLD ROAD GREENSBORO. NC. 27110 fS&ME 3R28RWNO PH. 33szao-)1Bo FM 338-288898] WWW.SMEINC.COM m,.L24t0-98 N GRAPHIC SCALE ae a soeoe r -3o v SHURFORD DEVELOPMENT LOT 7A CATAWBA SHORES CATAWBA COUNTY, NORTH CAROLINA SCALE DRAWN BY: CHECKED BY: AS SHOWN I JBP PGP JOB NO DATE: FIGURE NO. 18-0 587-061 June. 2008 (r 8l'LS� M« L ,jC).SB N GRAPHIC SCALE 30 15 0 30 SCALE: 1” = 30' SHURFORD DEVELOPMENT 3718 OLD BATTLEGROUND ROAD LOT 7A CATAWBA SHORES GREENSBORO, NC. 274110 CATAWBA COUNTY, NORTH CAROLINA PH. 336.288-7190 _ EFAX. 336-288-8580 SCALE: DRAWN BY: CHECKED BY: WWW.SMEINC.COM AS SHOWN JBP PGP . JOB NO. DATE FIGURE NO. 1588-07-061 June 2008 0 m f s"2 ° ' ❑0 ►- o L Q N- O NN a i 10 LL p a a w LL �cl o , 4 n �Z 1 ve ,q - 3„LSA �O S8 S -3A/aa 13ny�� 101 (r 8l'LS� M« L ,jC).SB N GRAPHIC SCALE 30 15 0 30 SCALE: 1” = 30' SHURFORD DEVELOPMENT 3718 OLD BATTLEGROUND ROAD LOT 7A CATAWBA SHORES GREENSBORO, NC. 274110 CATAWBA COUNTY, NORTH CAROLINA PH. 336.288-7190 _ EFAX. 336-288-8580 SCALE: DRAWN BY: CHECKED BY: WWW.SMEINC.COM AS SHOWN JBP PGP . JOB NO. DATE FIGURE NO. 1588-07-061 June 2008 0 EXISTING NAIL C/L CUL—DE—SAC 3,450 Sq. Ft. )rip )r' t Repair Area LTA xtq. 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