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Home My WebLink AboutApplication - 190 MILL ROAD 10/15/2010 M ANDOVER Office ofCO INI°IYDIVEI.,� ± �° ' N SERVICES HEALTH L ;IAAR'T EY' " 1600 OSGOOD S I"REE'r; BDII,DING 20; SLATE 2-36 N0101 ANDOVER, MA`SACw'HL)SI:,..I"I`S 01845 V71t,.688.9540.-.Phone Susan V.Sawyer,l EIIS/RS 97£I.68fl.ft476 -FAX Public Health Director E-MAIL: h. IIC@ ac l��t�cr>,C«�va�c�4p,�crrt�t<�i7cic�r�r.c c>r . IiS.d 1i Ittlta//\vNv�v towtacafrwaaallaati(love co n SEPTIC PLAN SUBMITTAL FORM R RECEIVED rvu e Date of Submission: Site Location: J c) or TOWN Or ill . Ln HEALTH DEPARTMENT Engineer: L New Plans? Yes_L,�L$225/Plan Check# 3. (includes l st submission and one re- review only) Revised Plans?Yes $75/Plan Check# Site Evaluation Forms Included. Yes No Local Upgrade Form Included? Yes No Telephoto t Fax#: E-mail: Homeowner h Name: ,.. . �,.. F .:...... OFFICE USE ONLY When the submission is complete (including check): Date stamp plans and letter Complete and attach Receipt Copy File; Forward to Consultant Enter on Log Sheet and Database // / r / f vA P# � 1q, SUBSURFACE SEWAGE DISPOSAL SYSTEM PUMP DESIGN 190 MILL ROAD NORTH ANDOVER MA MAP 107A LOT 64 OWNER: MOGLIA PROPERTY 190 MILL ROAD NORTH ANDOVER MA„ •� >C ��„��; "tick ��`� '„ G 1 ✓A y P7 a DATE: 1 11/2010 Scanlan Engineering LLC #0330 P.O.BOX 906 GEORGETOWN, MA 01833 978-372-3440 190 MILL ROAD MOGLIA PROPERTY NORTH ANDOVER MA 190 MILL ROAD MAP 107A LOT 64 NORTH ANDOVER MA 10/11/2010 PUMP CALCULATIONS: DAILY FLOW: 440 GALLONS/DAY SOIL PERC RATE: 16 MIN/IN SOIL TYPE: CLASS II 4 DOSES/DAY VOLUME/DOSE: DOSE 110 GALLONS PIPE 21.0 GALLONS TOTAL 131.0 GALLONS/DAY FORCE MAIN: 2 DIA, C-VALUE: 140 PUMP CHAMBER: (INSIDE DIMENTIONS) 1000 GALLON MONO TANK LENGTH 8.83 FT WIDTH 4.17 FT EFF. DEPTH 4.00 FT PUMP CHAMBER INLET 96.40 SUMP 92.40 OFF 93.40 ON 93.90 ALARM 94.40 STATIC HEAD: 93.40 PUMP OFF 104.30 DBOX Hs 10.9 FEET EQUIVALENT LENGTH: (2"SCH-40 PVC PIPE) PUMP CHAMBER 1 90 DEGREE BENDS 5 FT 1 GATE VALVE 1.2 FT 1 CHECK VALVE 14 FT TOTAL 20.2 FT USE: 21 FT PIPE RUN 3 90 DEDGREE BENDS 15 FT 0 45 DEGREE BENDS 0 FT 1 TEE 12 FT LENGTH OF PIPE 129 FT ADDITIONAL LENGTH 13 FT TOTAL 169 FT USE 169 FT TOTAL EQUIVALENT LENGTH 190 FT 190 MILL ROAD MOGLIA PROPERTY NORTH ANDOVER MA 190 MILL ROAD MAP 107A LOT 64 NORTH ANDOVER MA 10/11/2010 SYSTEM CURVE: Q V Hf/100 FT Hf Hs TDH GPM FT/SEC FT/100FT FT FT FT 20 1.80 0.73 1.38 10.9 12.28 25 2.25 1.10 2.08 10.9 12.98 30 2.71 1.54 2.92 10.9 13.82 35 3.16 2.05 3.89 10.9 14.79 40 3.61 2.62 4.98 10.9 15.88 45 4.06 3.26 6.19 10.9 17.09 50 4.51 3.96 7.53 10.9 18.43 PUMP SPECIFICATIONS: MANUFACTURER LIBERTY PUMPS MODEL# LE41A HP 0.4 VOLT 115 PHASE 1 FULL LOAD AMPS 12 DISCHARGE 2 INCH IMPELLER DIAMETER STD INCH OPERATING POINT: HEAD 17.1 FT FLOW RATE 45 GPM TIME ON 2.9 MINUTES 190 MILL ROAD MOGLIA PROPERTY NORTH ANDOVER MA 190 MILL ROAD MAP 107A LOT 64 NORTH ANDOVER MA 10/11/2010 BUOYANCY CALCULATIONS: STRUCTURE: 1500 GALLON MONOLITHIC 2-COMPARTMENT SEPIC TANK DIMENSIONS: (OUTSIDE) LENGTH 11.00 FT WIDTH 5.83 FT HEIGHT 5.83 FT INVERT-BOTTOM 4.58 FT WEIGHT: 13320 LBS MANHOLE DIAMETER 2 FT #MANHOLES 3 FOOTPRINT 64.1 SF ELEVATIONS: FINISH GRADE 98.8 MANHOLE GRADE 98.8 ESHGW 95.6 INLET INVERT 96.7 TOP 98.0 BOTTOM 92.1 SOILS INFORMATION: UNIT WEIGHT OF SOIL 110 LB/CUBIC FT WEIGHT OF SOIL* 5115 LBS FORCES: BALLAST WEIGHT 0 LBS WEIGHT OF SOILS 5115 LBS WEIGHT OF TANK 13320 LBS WEIGHT OF DISPLACED WATER 13926 LBS NET FORCES**: 4509 LBS (NEGATIVE INDICATES FLOATATION) FACTOR OF SAFETY: 1.32 *Neglect weight of soil over ballast. **Station assumed totally dry inside. Neglect weight of equipment inside and outside soil friction force. 190 MILL ROAD MOGLIA PROPERTY NORTH ANDOVER MA 190 MILL ROAD MAP 107A LOT 64 NORTH ANDOVER MA 10/11/2010 BUOYANCY CALCULATIONS: STRUCTURE: 1000 GALLON MONOLITHIC PUMP CHAMBER DIMENSIONS: (OUTSIDE) LENGTH 9.67 FT WIDTH 5.00 FT HEIGHT 5.83 FT INVERT-BOTTOM 4.41 FT WEIGHT: 14825 LBS MANHOLE DIAMETER 1 FT #MANHOLES 1 FOOTPRINT 48.4 SF ELEVATIONS: FINISH GRADE 98.8 MANHOLE GRADE 98.8 ESHGW 95.6 INLET INVERT 96.4 TOP 97.8 BOTTOM 92.0 SOILS INFORMATION: UNIT WEIGHT OF SOIL 110 LB/CUBIC FT WEIGHT OF SOIL* 5128 LBS FORCES: BALLAST WEIGHT 0 LBS WEIGHT OF SOILS 5128 LBS WEIGHT OF TANK 14825 LBS WEIGHT OF DISPLACED WATER 10892 LBS NET FORCES**: 9061 LBS (NEGATIVE INDICATES FLOATATION) FACTOR OF SAFETY: 1.83 *Neglect weight of soil over ballast. **Station assumed totally dry inside. Neglect weight of equipment inside and outside soil friction force. • er ump Pump Specifications LE40 Series 4/10 HP Submersible Sewage Pump LITERS PER SECOND 0 1 2 3 4 5 6 7 8 6.0 20 5.5 i 5.0 4.5 15 4.0 F- 3.5 3.5 h w LL Z 2 p 3.0 Q Q w 2 10 =t J Q 2.5 O F N 2.0 1.5 5 1.0 0.5 0 0.0 0 20 40 ! 60 80 100 120 140 GALLONS PER MINUTE t- LEdU P1 R3 12 200 SCop pigLt 2UU)Li6rrtp Pumps Ltc. All ti3hts rrsrived. Specifications eul�irct to climtsr without uoticr. Pumps LE40-Series Electrical Data FULL THERMAL STATOR CORD MODEL HP VOLTAGE PHASE SF LOAD LOCKED OVERLOAD WINDING LENGTH DISCHARGE AUTOMATIC AMPS ROTOR AMPS TEMP CLASS FT LE41A 4/10 115 1 1.00 12 22 1051C 221T B 10 2" YES LE41A-2 4/10 115 1 1.00 12 22 105'C 221T B 25 2" YES LE41M 4/10 115 1 1.00 12 22 105 C 221°F B 10 2" NO LE41M-2 4110 115 1 1.00 12 22 105'C 221°F B 25 2" NO LE40-Series Technical Data MULTI-VANE IMPELLER ENGINEERED POLYMER SOLIDS HANDLING SIZE 2" PAINT POWDER COAT MAX LIQUID TEMP 60'C 140`C MAX STATOR TEMP 130;C 266 F THERMAL OVERLOAD 105'C 221'F POWER CORD TYPE SJTW MOTOR HOUSING CLASS 25 CAST IRON VOLUTE CLASS 25 CAST IRON SHAFT STAINLESS HARDWARE STAINLESS ORINGS BUNA N MECHANICAL SEAL UNITIZED CERAMIC CARBON WEIGHT 40 LBS LE40_P3 R3 12 2001 ;Cupyrieht 2001 LtUzrty Pump,Lce. All rie6ts rzsznzd. Spzcificauons subjzc[to chaugz svidtout uo[icz. ''......... p Aip-S' LE40-Series Dimensional Data 0[264m 7,51. 192mm 2"NPT DISCHARGE 11 5V CORD ASSY I 15V PIGGY BACK 13.8" 6" [150] PROPRIET"y AND CONFIDEMIAL LE40 SERIES DIMENSIONAL Cz—'T C0 51 1 I()I TRS 5 ,I.H-C:'DV7W.f AT, -�,,-.1.t,"I',"I A:A J4=NOVEMBER 14 2006 LE40 P2 R3.122009 �Cop}iielit2oo9 Liberty Pumps liic. All tights I eselved. Specifications subject to zhaugz without notice. �� PUMPS' .#ommonwealth of Massachusetts City/Town of North Andover Local Upgrade a Approval t� Form 9B �M DEP has provided this form for use by local Boards of Health if they choose to do so. The Local Upgrade Approval is to be completed by the local Board of Health and a signed copy provided to the system owner. A. Facility Information Important:When filling out forms 1. Facility Name and Address on the computer, use only the tab John Moglia key to move your Name cursor-do not 190 Mill Road use the return key. Street Address North Andover MA reb 01845 p Cod City/Town State Zip Code 2. Owner Name and Address (if different from above): Name Street Address City/Town State Zip Code Telephone Number 3. Type of Facility(check all that apply): ® Residential ❑ Institutional ❑ Commercial ❑ School 4. Design flow per 310 CMR 15.203: 440 gpd 5. System Designer: James Scanlan PE ® RS Name PO Box 906 Georgetown MA 01833 Address City/Town State,ZIP B. Approval 1. Local Upgrade Approval is granted for: ❑ Reduction in setback(s)—specify: ❑ Reduction in SAS area of up to 25%' sas size,sq.ft. %reduction Local Upgrade Approval* Page 1 of 2 Commonwealth of Massachusetts City/Town of North Andover Local Upgrade Approval Y F a Form 9B GSM B. Approval (continued) ® Reduction in separation between the SAS and high groundwater: Separation reduction 1 ft. Percolation rate 16 min./inch Depth to groundwater 3 ft. ❑ Relocation of water supply well (explain): ® Reduction of 12-inch separation between inlet and outlet tees and high groundwater ❑ Use of only one deep hole in proposed disposal area ❑ Use of a sieve analysis as a substitute for a perc test List local variances granted not requiring DEP approval per 310 CMR 15.412(4): List variances granted requiring DEP approval: North Andover Health Depart ent Approving Authority % 1 Michele Grant, Health Inspect, November 9 2010 Print or Type Name and Title Satu �� " g re � / Date Local Upgrade Approval, Page 2 of 2 mrioumoo�iN �i�mmiowio '. Commonwealth of Massachusetts f Gity/Town of North Andover Form 9A - Application for Local Upgr r ize-as6d-,bM t �,,'T re D PA,,,"N'fJ#Eur DEP has provided this form for use by local Boards of Health. Other form information must be substantially the same as that provided here. Before using this form, check with your local Board of Health to determine the form they use. Form 9A is to be submitted to the Local Board of Health for the upgrade of a failed or nonconforming septic system with a design flow of less than 10,000 gpd, where full compliance, as defined in 310 CMR 15.404(1), is not feasible. System upgrades that cannot be performed in accordance with 310 CMR 15.404 and 15.405, or in full compliance with the requirements of 310 CMR 15.000, require a variance pursuant to 310 CMR 15.410 through 15.415. NOTE: Local upgrade approval shall not be granted for an upgrade proposal that includes the addition of a new design flow to a cesspool or privy, or the addition of a new design flow above the existing approved capacity of an on-site system constructed in accordance with either the 1978 Code or 310 CMR 15.000. A. Facility Information Important: When filling out 1. Facility Name and Address: forms on the computer, use John Moglia -- ------- only the tab key Name to move your 190 MITI Road' cursor-do not -s —-- --------use the return treet Address key. North Andover MA 01845 City/Town State Zip Code rob 2. Owner Name and Address (if different from above): John Moglia 190 Mill Rd Name Street Address North Andover MA ------- ---- ----- - ------- -- ------ --- City/Town State 01845 ____ _ 978 683-8568 Zip Code Telephone Number 3. Type of Facility (check all that apply): ® Residential ❑ Institutional ❑ Commercial ❑ School 4. Describe Facility: Sin le Family Dwelling 5. Type of Existing System: ❑ Privy ❑ Cesspool(s) ® Conventional ❑ Other(describe below): 6. Type of soil absorption system (trenches, chambers, leach field, pits, etc): unknown t5form9a^rev.7106 Application for Local Upgrade Approval* Page 1 of 4 Commonwealth of Massachusetts OMMMM City/Town of North Andover Form 9 ® Application for Local Upgrade Approval DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with your local Board of Health to determine the form they use. A. Facility Information (continued) 7. Design Flow per 310 CMR 15.203: Design flow of existing system: 440 gpd Design flow of proposed upgraded system 440 gpd Design flow of facility: 440 gpd B. Proposed Upgrade of System 1. Proposed upgrade is (check one): ® Voluntary ❑ Required by order, letter, etc. (attach copy) ❑ Required following inspection pursuant to 310 CMR 15.301: date of inspection 2. Describe the proposed upgrade to the system: New system including septic tank, pump chamber, dbox and leach field. 3. Local Upgrade Approval is requested for(check all that apply): ❑ Reduction in setback(s)—describe reductions: ❑ Reduction in SAS area of up to 25%: SAS size,sq.ft. %reduction ® Reduction in separation between the SAS and high groundwater: Separation reduction 1 ft. Percolation rate 16 min./inch Depth to groundwater 3 ft. t5form9a•rev.7/06 Application for Local Upgrade Approval, Page 2 of 4 Commonwealth of Massachusetts u City/Town of North Andover Form 9A ® Application for Local Upgrade Approval DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with your local Board of Health to determine the form they use. B. Proposed Upgrade of System (continued) ❑ Relocation of water supply well (explain): ® Reduction of 12-inch separation between inlet and outlet tees and high groundwater ❑ Use of only one deep hole in proposed disposal area ❑ Use of a sieve analysis as a substitute for a perc test ❑ Other requirements of 310 CMR 15.000 that cannot be met—describe and specify sections of the Code: If the proposed upgrade involves a reduction in the required separation between the bottom of the soil absorption system and the high groundwater elevation, an Approved Soil Evaluator must determine the high groundwater elevation pursuant to 310 CMR 15.405(1)(h)(1). The soil evaluator must be a member or agent of the local approving authority. High groundwater evaluation determined by: Isaac Rowe 9/21/10 Evaluator's Name(type or print) Signature Date of evaluation C. Explanation Explain why full compliance, as defined in 310 CMR 15.404(1), is not feasible. (Each section must be completed) 1. An upgraded system in full compliance with 310 CMR 15.000 is not feasible: The existing building sewer pipe exits dwelling at elevation which puts the septic tank inverts at the ESHGW elevation, with a minimum slope between the dwelling and proposed septic tank. The reduction to ESHGW at the leach field is to minimize the mound required by the ESHGW. 2. An alternative system approved pursuant to 310 CMR 15.283 to 15.288 is not feasible: An alternative is not desired by client, and would not have an impact on the septic tank invert elevations. The owner would choose other options over installing an alternative technology. t5form9a•rev.7/06 Application for Local Upgrade Approval* Page 3 of 4 Commonwealth of Massachusetts City/Town of North Andover t F Form 9 ® Application for Local Upgrade Approval ^M DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with your local Board of Health to determine the form they use. C. Explanation (continued) 3. A shared system is not feasible: There is no interest in a shared system. 4. Connection to a public sewer is not feasible: There is no public sewer in the area. 5. The Application for Local Upgrade Approval must be accompanied by all of the following (check the appropriate boxes): ® Application for Disposal System Construction Permit ® Complete plans and specifications ® Site evaluation forms ❑ A list of abutters affected by reduced setbacks to private water supply wells or property lines. Provide proof that affected abutters have been notified pursuant to 310 CMR 15.405(2). ❑ Other(List): D. Certification "I, the facility owner, certify under penalty of law that this document and all attachments, to the best of my knowledge and belief, are true, accurate, and complete. I am aware that there may be significant consequences for submitting false information, including, but not limited to, penalties or fine and/or imprisonment for deliberate violations." 9�=� - — 10� (L( aci i y Owner's Signature Date Print Name Jim Scanlan October 12, 2010 Name of Preparer Date PO Box 906 Georgetown Preparer's address City/Town MA 01833 978-372-3440 State/ZIP Code Telephone t5form9a•rev.7/06 Application for Local Upgrade Approval* Page 4 of 4