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HomeMy WebLinkAboutMiscellaneous - 85 BOSTON STREET 4/30/2018C� y Commonwealth of Massachusetts City/Town of Nr ? JAN Z � ZU15 IV System Pumping eco rd TO y Facility Information: System Location: Z/�- gjs-f-bn Address City/Town System Owner: &,6 Name: Adress (if different from location of pump) State O/vet Zip Code City/Town State Zip Code ^?b/ - & 97 - Telephone Number Pumping Record Date of PumpinQuantity Pumped !�L� gallons Type of System__)�Septic Tank Grease Trap Other (what) System Pumped by: 6 0 Company: ROOTER -MAN 46 Portland Street Lawrence, MA 01843 Location where contents were disposed; - Signature of Hauler PUBLIC HEALTH DEPARTMENT Town of North Andover Community Development Division CERTIFICATE OF COMPLIANCE As of: 10/25/12 This is to certify that the individual subsurface disposal system has been installed in accordance with the provisions of Title 5 of the State Environmental Code: Complete Repair and Construction of an On -Site Sewage Disposal System By: Joseph Watson At: 85 Boston Street Map 107B Lot 0082 North Andover, MA 01845 The Issuance of tl4 certificate shall not be construed as a guarantee that the system will function satisfactorily. Susan ,Sfi oyer Public Health Agent 1 lf.l_ 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com 14ORTPI 0�4,aen ��1ti0 ►O- d A i i # S4CHU4t PUBLIC HEALTH DEPARTMENT Community Development Division TOWN OF NORTH ANDOVER SEPTIC DISPOSAL SYSTEM — INSTALLATION CERTIFICATION The undersigned hereby certify that the Sewage Disposal System (A constructed; ( ) repaired; By: David R. Jordan (Print Name) Located at: 85 Boston Street (Installation Address) Was installed in conformance with the North Andover Board of Health approved plan, originally dated June 13. 2012 440 and last revised on June 26, 2012 , with a design flow of gallons per day. The materials used were in conformance with those specified on the approved plan; the system was installed in accordance with the provisions of 310. CMR 15.000, Title 5 and local regulations, and the final grading agrees substantially with the approved plan. All work is accurately represented on the As -built which has been submitted to the Board of Health. Bottom of Bed Inspection Date: 10/11/12 .-/e�L� Engineer Representative (Signature) David R. Jordan And – Print Name Final Construction Inspection Date: 10/18/12 /. Engineer Representative (Signature) David R. Jordan And – Pri2ame Installer: (Signature) v Enginer: r/_--___t_—(Signature) Date: / d/1d /� -�— And – Print Name Date: Nov. 30, 2012 David R. Jordan And – Print Name 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web http://www.townofnorthandover.com North Andover Health Department (ommunity Development Division ONSITE WASTEWATER SYSTEM CONSTRUCTION NOTES LOCATION INFORMATION ADDRESS: 85 Boston Street. MAP: 107B LOT: 82 INSTALLER: Buddy Watson DESIGNER: MHF PLAN DATE: 6/13/12 BOH APPROVAL DATE ON PLAN: Yes, 8/16/12 INSPECTIONS TANK INSPECTION: 10/12/12 DATE OF BED BOTTOM INSPECTION: 10/16/12 DATE OF FINAL CONSTRUCTION INSPECTION: October 22, 2012 DATE OF FINAL GRADE INSPECTION: 10/25/12 SITE CONDITIONS ® Contractor reports any changes to design plan, ® Existing septic tank properly abandoned ® Internal plumbing all to one building sewer ® Topography not appreciably altered Comments: Design called for re -using existing tank. Contractor found it insufficient and installed new 1,500 gallon septic tank. Original pipe from hour to tank, pitch was too high into tank. Effluent was running back into the house. SEPTIC TANK ® Building sewer in continuous grade, on compacted firm base ❑ Cleanouts per plan X Bottom of tank hole has 6" stone base X Weep hole plugged ® 1500 gallon tank has been installed H-10 loading ® Monolithic tank construction ® Water tightness of tank has been achieved by visual testing ® Inlet tee installed, centered under access port ® Outlet tee installed, centered under access port (effluent filter) no, but accessible ® 24 inch cover to within 6" of finish grade installed over one access port ® Hydraulic cement around inlet & outlet-rubberboot Comments: Poor construction — effluent filter partly under tank lid. It is removable, however so was allowed to remain. PUMP CHAMBER boot Comments: CONTROL PANEL Comments: DISTRIBUTION -BOX X Bottom of tank hole has 6" stone base X Weep hole plugged ® 1000 gallon Pump Chamber installed ® H-10 loading ® Monolithic tank construction ® Inlet tee installed, centered under access port ® Pump(s) installed on stable base ® Alarm float working ® Pump On/Off floats working ® Separate on/off floats ® Drain hole in pressure line ® 24 cover at final grade installed over pump access port ® Water tightness of tank has been achieved by visual testing ❑ Hydraulic cement around inlet & outlet — rubber ❑ Alarm & Pump are on separate circuits ® Alarm sounds when float is tripped ® Location of control panel: basement ® Alarm signal located inside: basement ❑ Installed on stable stone base ® H-20 D -Box ® Inlet tee (if pumped or >0.08'/foot) ® Hydraulic cement around inlet & outlets ® Observed even distribution ® Speed levelers provided (not required) Comments: Splashing on lid of distribution box due to inlet tee. Recommended considering expanding from 2" to a 4" pipe and tee at the distribution box. SOIL ABSORPTION SYSTEM (General) X Bottom of SAS excavated down to C soil layer, as provided on plan X Size of SAS excavated as per plan X Title 5 sand installed, if specified on plan ❑ 40 Mil HDPE barrier installed ® Laterals installed and ends connected to header (and vented if impervious material above) ® Elevations of laterals and chambers installed as on approved plan ® Retaining wall (boulder / concrete / timber/ block) ❑ Final cover as per plan Comments: 251 x 12'W Enviroseptic components plus sand fill extending beyond 2 inspection ports Ends tied to header & vented D -box loop vented to pump chamber & septic tank per plan Enviroseptic components installed within tolerance specified on design plan BM = 206.26 HR = 1.83 HI = 208.09 SYSTEM ELEVATIONS ROD ELEVATION AS -BLT INVERT ELEV DESIGN INVERT ELEV Benchmark 1.83 Building Sewer OUT 4.58 203.18 203.10+/- 03.10+/- Se tic Tank IN Septic 4.91 202.85 02.8+/- 202.8+/- Se tic Tank OUT Septic 5.14 202.62 202.55+/ - Pump Chamber IN 5.31 202.45 202.45 Pump Chamber OUT 5.60 202.32 202.20 Distribution Box IN 4.22 203.54 203.66 Distribution Box OUT 4.25 4.27 203.51 203.33 pipe invert Lateral 1 START 4.33 Lateral 1 MID 4.36 Lateral 1 END 4.30 Lateral 2 START 4.29 Lateral 2 MID 4.35 Lateral 2 END Lateral 3 START 4.30 Lateral 3 MID 4.34 Lateral 3 END 4.30 Lateral 4 START 4.31 Lateral 4 MID 4.34 Lateral 4 END 4.30 Lateral 5 START 4.29 Lateral 5 MID 4.34 Lateral 5 END 4.25 Lateral 6 START 4.29 Lateral 6 MID 4.35 Lateral 6 END 4.25 Lateral 7 START 4.29 Lateral 7 MID 4.37 Lateral 7 END 4.25 Lateral 8 START 4.29 Lateral 8 MID 4.37 Lateral 8 END 4.25 SKETCH PLAN CRITICAL SETBACK DISTANCES Mark those distances checked in the field against the design plan and regulatory setback ' Suction line 222(2) 2 100 feet is a minimum acceptable distance and no variance is allowed for a lesser distance (NA 5.02). 3 As defined in 310 CMR 10.55, 10.32, 10.54, and 10.30, respectively, pursuant to 15.211(3), also by NA wetland bylaws Tank SAS Sewer ® Property line 10 10 -- ® Cellar wall 10 20 -- ❑ Inground pool 10 20 -- ❑ Slab foundation 10 10 -- ❑ Deck, on footings, etc 5 10 -- ❑ Waterline 10 10 101 ❑ Private drinking well 75 1002 50 ❑ Irrigation well 75 100 ❑ Surface Water 25 50 ❑ Bordering Vegetated Wetland , Salt Marsh, Inland / Coastal Banka 75 100 ❑ Wetlands bordering surface water supply or trib. (in Watershed) 150 150 ❑ Trib. to surface water supply 325 325 ❑ Public well 400 400 ❑ Interim Wellhead Prot. Area ❑ Reservoirs 400 400 ❑ Drains (wat. supply/trib.) 50 100 ❑ Drains (intercept g.w.) 25 50 ❑ Drains (Other) Foundation 10 (5) 20 (10) ❑ Drywells 20 25 ' Suction line 222(2) 2 100 feet is a minimum acceptable distance and no variance is allowed for a lesser distance (NA 5.02). 3 As defined in 310 CMR 10.55, 10.32, 10.54, and 10.30, respectively, pursuant to 15.211(3), also by NA wetland bylaws Commonwealth of Massachusetts BOARD OF HEALTH North Andover Map -Block -Lot 107.B0082 ----------------------- Permit No BHP -2012-0729 ----------------------- FEE DISPOSAL WORKS CONSTRUCTION PERMIT Permission is hereby granted JOSEPH WATSON $250.00 to (Repair) an Individual Sewage Disposal System. at No 85 BOSTON STREET ---------------------------------------------------------------------------------------------------------------------------------------------------------- as shown on the application for Disposal Works Construction Permit No. BHP --2y0112-072 Dat ctober 2 Issued On: Oct -09-2012 - - BOARD OF HEALTH woKTM Application for Septic Disposal System 'r onstruction Permit -TOWN OF TODAY'S DATE R $ 250.00 — Full Repair ORTH ANDOVER, MA 01845 $125,00 - Component Important: Application is hereby made for a permit to: When filling out ❑ Construct a new on-site sewage disposal system* forms on the computer, use [�epair or replace an existing on-site sewage disposal system* only the tab key to move your ❑ Repair or replace an existing system component — What? cursor - do not use the return key. A. Facility Information no pF Rz<ALI l l7�YCC ri? Address or Lot # MO. Y: Yn - cy4tc' M\ O�q� City/Town 2.- *,TYPE OF SEPTIC SYSTEM*: Pump ❑ Gravity (choose one) ***If.pump system, attach copy of electrical permit to application*** ❑ Conventional System (pipe and stone system) ❑ Infiltrator or Biodiffuser (Gravel -Less) (Attach a copy of your certification to install this type of system. ❑ Pressure Distribution S.A.S. (No D -Box) (Attach Draft Maintenance Agreement) ❑ Pressure Dosed (D -Box Present). S.A.S. 2. Owner Information Rn)o \\LA VAa"Name e. Address (if different from above) City/Town State Zip Code Telephone Number 3. Installer Information. Name Name of Company -13 LC NNe A \ QTc' - .'Q d `RY1CYwey r MB O) SIO Cityrrown State Zip Code q� sn-15 3a(aa of 5c�s C1a 5z)w Telephone Number (Cell Phone # ii possible_ please) (ad) a. Designer Information �! / 11)r zb-t ry, Name' S , , 7 � .7 Address ,,�' /< // �,tn deo 7 City/Town Name of Compa y State Zip Code ��3� X93-ac�1 Telephone Number (Best# to Reach) Application for Disposal System Construction Permit • Page 1 of 2 w°Rt„ Application for Septic Disposal System gyp- Z - \2 °0 TODAY'S DATE onstruction Permit -TOWN OF a $ 250.00 - Full Repair ORTH ANDOVER, MA 01845 __....�E< $125.00 -Component PAGE 2 OF 2 A. Facility Information continued.... 5. Type of Building: [residential Dwelling or ❑Commercial B. Agreement The undersigned agrees to ensure the construction and maintenance -of the afore -described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code, as well as the Local Subsurface Disposal Regulations for the Town of North Andover, and not to place the system in operation until a Certificate of Compliance has b n issued by this Board of Health. 0O12- 2- N e Date Appli -ion Approved Board of Health Representative) / Date A ok k , Apilicationn Disapproved r the following reasons: For Office Use Only: f 1. Fee Attached. Yeses /� No 2. Project Manager Obligation Form Attached. Yesv- No 3. Pump System? Ifso, Attach copy ofElectrical Permit Yes No 4. Foundation As -Built? (hew construction ronly): Yes No (Same scale as approved plan) 5. Floor Plans? (hew construction only): Yes No Application for Disposal System Construction Permit• Page 2 of 2 SEPTIC SYSTEM INSTALLER PROJECT MANAGEMENT OBLIGATIONS As the North Andover licensed installer for the construction for the septic system for the property at: (Address of septic system) For plans by (Engineer) Relative to the application of • �,{�„ � � nstaller's name)�c� �0�,A nd dated (I xgena date) Dated p /4: o ay s ate With revisions dated (Last revise date) I understand the following obligations for management of this project: 1. As the installer, I am obligated to obtain all permits and Board of Health approved plans prior to performing any work on a site. I must have the approved plans and the permit on site when any work is being done. 2. As the installer, I must call for any and all inspections. If homeowner, contractor, project manager, or any other person not associated with my company schedules an inspection and the system is not ready, then item three shall be applicable. 3. As the installer, I am required to have the necessary work completed prior to the applicable inspections as indicated below. I understand that requesting an inspection, without completion of the items in accordance with Title 5 and the Board of Health Regulations mai result in a $50.00 fine being levied against me and/or my company. a. Bottom of Bed – Generally, this is the first (V5 inspection unless there is a retaining wall, which should be done first. The installer must request the inspection but does not have to be present. b. Final Construction Inspection – Engineer must first do their inspection for elevations, ties, etc. As -built of verbal OK (or e-mail to: healthdept&townofnorthandover.com) from the engineer must be submitted to the Board of Health, after which installer calls for an inspection time. Installer must be present for this inspection. With a pump system, all electrical work must be ready and able to cause pump to work and alarm to function. c. Final Grade – Installer must request inspection when all grading is complete. Installer does not have to be on-site. 4. As the installer, I understand that only I may perform the work (other than simple excavation) and I am required to complete the installation of the system identified in the attached application for installation. I further understand that work done by others unlicensed to install septic systems in North Andover can constitute reasons for denial of the system and/or revocation or suspension of my license to operate in the Town of North Andover, significant fines to all persons involved are also possible. 5. As the installer, I understand that I must be on-site during the performance of the following construction steps: a. Determination that the proper elevation of the excavation has been reached. b. Inspection of the sand and stone to be used. c. Final inspection by Board of Health staff or consultant. d. Installation of tank, D -Box, pipes, stone, vent, pump chamber, retaining wall and other components. 6. As the installer. I understand that I am solely responsible for the installation of the system as ber the approved No instructions by the homeowner, general contractor, or any other persons shall absolve me of this obligation. Undersigned Licensed Septic Installer: (Today's Date) Szn�Jlzm5t— - — TN ame -'nnt e – e Commonwealth of Massachusetts Official Usef Only � Permit No. / 212, Department of Fire Services Occupancy and Fee Checked BOARD OF FIRE PREVENTION REGULATIONS [Rev. 1/07] leave blank APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code ( C), 527 CMR 12.00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date:�— City or Town of: NORTH ANDOVER To the Inspector of Wires: By this application the undersigned gives notice of his or her intention to perform the electrical work described below. Location (Street & Number) 9.5-��, Owner or Tenant l pg�ca2—z :4 Telephone No. -3Z �' - JS -7, 7 2 r5 Owner's Address 1 A41tle— �� Is this permit in conjunction with a building permit? Purpose of Building r v., ervce Amn-s — �� b-, / 0/- / z� Yes ❑ No �� (Check Appropriate Box) Utility Authorization No. Volts Overhead ❑ Undgrd ❑ ;rd ❑ Date//3*Z .... TOWN OF NORTH ANDOVER PERMIT FOR WIRING This certifies that �7�-, �� —.-; has permission to perform,U- wiring in the building of ...�'!?!- at ... .. Gs ..,' ... a N . , h Andover,, Mass. Fees .. Lic. I ELECTRICAL INSPECTOR Che # 11132 No. of Meters No. of Meters able may be waived by the Inspector of Wires. NT of Total Transformers KVA Generators KVA No. of Emergency Lighting Battery Units FIRE ALARMS No. of Zones No. of Detection and Initiating Devices No. of Alerting Devices No. of Self -Contained Detection/Alerting Devices Local❑ Municipal Connection EJ Other Security Systems:* No. of Devices or Equivalent Data Wiring: No. of Devices or Equivalent Telecommunications Wiring: No. of Devices or E uivalent sired, or as required by the Inspector of Wires. Pal policy.) Work to Start: .) g J Inspections to be requested in accordance with MEC Rule 10, and upon completion. INSURANCE COVERAGE: Unless waived by the owner, no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including "completed operation" coverage or its substantial equivalent. The undersigned certifies that such cVvep.ge is in force, and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE BOND ❑ OTHER ❑ (Specify:) 1 certify, under tAe pains andpenalties ofZeerjury, that the information on this application is true and complete _�J d FIRM NAME: STA ' V I- I VIC C 1"L ;� r✓ L LIC. NO.: Licensee: 7�► .� j(i Z }1n+ `t +C LL" Signature LIC. NO.: .3 44 ,U t: (If applicable, enter `exempt" inYhe.license nuua er line., V Bus. Tel. No.• % -6 -512 S Syr Address: 1�G �L 5J+'t "i J�>s ill �) tUteM4 / 4 v It. Tel. No.: - 'r *Per M.G.L c. 147, s. 57-61, security work requires Department of Public Safety "S" License: Lic. No. OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature below, I hereby waive this requirement. I am the (check one) ❑ owner ❑ owner's agent. Owner/Agent Signature Telephone No., PERMIT FEE. $ LLI 00 0 C) p Z o U LLJ w o z oma' w :w o Z uj CL, 4-4 � cz � U C4 C4 bD H •� 3 � w U 1 r 1'• I /r / LLI 00 0 C) p Z o U LLJ w o z oma' w :w o Z uj CL, 4-4 � cz � U C4 C4 bD H •� 3 � w U c Ilse I 2 W WL� 4�v P�t 5§ Cz I Ir - 1-3 131 P z z H's z F'L . WR 2-,W, FE FE � w ozz —00 D30 WdKa?, L)n)Ao-j DM-a*S(1S; L 2\Z, L L i 1: iK/�dL/ J�1 o M. P -1I IL CL a 9 N H m8 om O yJ o1 o T% N N 0 m �o io �z wm�33 m o foo m� N a z Oxw -Mzos m co 0 Ir a.. J^crna i o M fl ^�1 N 0 q IAI�I- 1: iK/�dL/ J�1 o M. P -1I IL CL a 9 N H Project Narrative Approval of Installation of an Alternative Septic System for Remedial Use 85 Boston Street, North Andover, Massachusetts Rob & Kelly Marie The applicant, Rob and Kelly Marie is proposing the installation of an Alternative System to replace the failed septic system at their four-bedroom home at 85 Boston Street, North Andover. A Title 5 Inspection was completed on October 29, 2011 and at that time water was observed within the leaching pits and backing up into the distribution box. On May 21. 2012 deep observation holes completed by Diane Pantermoller, MHF Design Consultants and witnessed by Randy Burley, Millriver Consultants, agent for the North Andover Board of Health found Class I Soils with a seasonal high water table at 51 inches with a percolation rate of 4 minutes per inch. The proposal is to install a Presby Enviro-Septic Leaching System to replace the failed leaching pits. The Presby System is approved for Remedial Use by MA DEP. No change in the design flow is proposed. The existing septic tank and leaching pits are located in the front yard of the home with driveways on either side. The lot, while over 6 acres in size, is relatively narrow (less than 100 feet wide) along the front where the house is located. The Enviro-Septic System has been sized with 40 percent less effective leaching area than required when using the loading rates for gravity systems per 310 CMR 15.242(1)(a) as allowed in the Approval for Remedial Use. In addition, in order to minimize the change to the finish grade in front of the house a reduction of two feet in depth to groundwater required by 310 CMR 15.212 is requested. No other waivers, variances or reductions are proposed. I support of the request to reduce the separation to groundwater all state and local setbacks to water lines, wetlands, drains, surface water supplies and their tributaries are met. There are no wetlands within 100 feet of the proposed system or any of the components. The property is served by municipal water. No certified vernal pools are located in the area. In summary, it is the applicant's opinion that the proposed reduction to the separation from groundwater will allow the best feasible upgrade on this lot in order to maintain a useable, attractive front yard without impacting the public health, safety, welfare or the environment. n pp g v! a go BB�j �; .s`�. aglA k gill —�� � �• . s - v a a s e: s o a: a a _ .. ., P4 ��S � @Ili Y i=� G .n MAS' SP6 tl n F y •[ ' �Si b L L 22 1 C Eie a i i gal w 2 11 d Commonwealth of Massachusetts Executive Office of Energy & Environmental Affairs Department of Environmental Protection One Winter Street Boston, MA 02108.617-292-5500 DEVAL L PATRICK RICHARD K. SULLIVAN JR. Governor Secretary TIMOTHY P. MURRAY KENNETH L. KIMMELL Lieutenant Governor Commissioner APPROVAL FOR REMEDIAL USE - REVISED Pursuant to Title 5, 310 CMR 15.000 Name and Address of Applicant: Presby Environmental, Inc. 143 Airport Road Whitefield, NH 03598 Trade name of technology and model: Presby Enviro-Septic Leaching System (hereinafter called the "System"). The "Massachusetts Enviro-Septic® Wastewater Treatment System Quick Reference Guide" including schematic drawings of typical Systems, a technology checklist, and a System Installation Form are part of this Remedial Use Approval. Transmittal Number: X233395 Date of Issuance: August 16, 2010, revised November 8, 2011 Date of Expiration: August 16, 2015 Authority for Issuance Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.000, the Department of Environmental, Protection hereby issues this Approval to: Presby Environmental, Inc., 143 Airport Road, Whitefield, NH 03598 (hereinafter "the Company"), approving the System described herein for Remedial Use in the Commonwealth of Massachusetts. Sale and use of the System are conditioned on compliance by the Company and the System owner with the terms and conditions set forth below. Any noncompliance with the terms or conditions of this Approval constitutes a violation of 310 CMR 15.000. David Ferris, Director Wastewater Management Program Bureau of Resource Protection November 8, 2011 Date This information is available in alternate format. Call Michelle Waters-Ekanem, Diversity Director, at 617-292-5761. TDD# 1-866-639-7622 or 1-617-674-6868 MassDEP Website: www.mass.gov/dep Printed on Recycled Paper Remedial Use Approval —revised November 8, 2011 Presby Enviro-Septic Leaching System I. Purpose Page 2of11 1. This Remedial Use Approval authorizes, with the necessary permits and approvals required by 310 CMR 15.000, the use and installation of the System in Massachusetts. 2. The System may only be installed where conditions meet the criteria of Approval for Remedial Use, 310 CMR 15.284(2). The System is an alternative system approved in accordance with 310 CMR 15.280 through 15.289 and is used to treat and dispose of wastewater. 3. This Approval for Remedial Use allows the use of the System only where the local approving authority finds that the System is for upgrade of a failed, failing or nonconforming system with no increase in flow. The Title 5 design flow for the facility must be less than 10,000 gallons per day. II. Design and Construction Standards 1. The System is a subsurface unit that replaces a soil absorption system (SAS) designed in accordance with 310 CMR 15.000. The System consists of an 11 5/8 -inch diameter corrugated, high-density plastic pipe with a 9.5 -inch interior diameter and a standard length per unit of 10 feet. The exterior of the pipe has ridges on the peak of each corrugation. The pipe is perforated with eight holes equally distributed around its inner circumference. Each hole has a plastic skimmer extending inwards. The exterior of the pipe shall have a minimum of two layers of material. The inner layer shall be a thick layer of coarse, randomly oriented polypropylene fibers. The outer layer shall be a non -woven geo-textile polypropylene fabric. Connectors designed to connect pipe units together are required. The System also includes a minimum six inches of sand, specified as concrete sand meeting ASTM C-33 (also called `System sand'), surrounding the pipe on all sides by a minimum of six inches. 2. To upgrade or replace an existing failed or nonconforming system where a conventional system designed in accordance with the standards of 310 CMR 15.100 through 15.255 could be feasibly built on-site, with the exception of providing a reserve area (15.248), an Alternative System approved pursuant to 310 CMR 15.284 (remedial use), may only be installed, provided that: a) there is no increase in the actual or proposed design flow; b) the Designer shows on the plans the area for an approvable conventional system designed in accordance with the standards for new construction of 310 CMR 15.100 through 15.255; c) the record drawings, on file with the local approving authority, shall clearly indicate the area for the conventional system is reserved for the sole purpose of upgrading the on-site sewage disposal system without any increase in flow; d) the installation of the Alternative System and the System Owner shall not disturb the site in any manner that would render it unusable for the future installation of a conventional system designed in accordance with the standards for new construction of 310 CMR 15.100 through 15.255. Remedial Use Approval — revised November 8, 2011 Presby Enviro-Septic Leaching System Page 3 of 11 e) no deviation from any of the siting and design requirements of 310 CMR 15.000 shall be granted by the local approving authority under the LUA provisions of 310 15.405, except as allowed by Paragraphs II.4 and II.5. 3. To upgrade or replace an existing failed or nonconforming system, an Alternative System approved pursuant to 310 CMR 15.284 (remedial use) may be installed where a conventional system designed in full compliance with the standards for new construction of 310 CMR 15.100 through 15.255 cannot be feasibly built on-site, provided that: a) there is no increase in the actual or proposed design flow; b) the Designer demonstrates that the impact of the proposed Alternative System has been considered and the design requirements of 310 CMR 15.000 have been varied to the least degree necessary so as to allow for both the best feasible upgrade within the borders of the lot and have the least effect on public health, safety, welfare and the environment; c) the Designer shows on the plans an area for the best feasible conventional upgrade without the use of any Alternative System, in the event that the Alternative System fails or is not capable of providing equivalent environmental protection; d) the installation of an Alternative System, including all components and the soil absorption system, shall not disturb the site in any manner that would render it unusable for the future installation of the best feasible conventional upgrade; e) the record drawings, on file with the local approving authority, shall clearly indicate the area reserved for the best feasible conventional upgrade; f) the System Owner shall not construct any permanent buildings or structures in an area for the best feasible conventional upgrade or disturb the site in any manner that would render the area unusable; and g) no deviation from any of the siting and design requirements of 310 CMR 15.000 shall be granted by the local approving authority under the LUA provisions of 310 15.405, except as allowed by Paragraphs II.4 and II.5. 4. Alternative Design Standard to 310 CMR 15.242(1)(a) and 15.245(4). Effluent Loadin Rates — For the upgrade or replacement of an existing failed or nonconforming system, Systems sited in soils with a percolation rate of 60 minutes or less per inch, the size of the SAS shall be sized with 40 percent less effective leaching area than required when using the loading rates for gravity systems of 310 CMR 15.242(1)(a). For soils with a recorded percolation rate of between 60 and 90 minutes per inch, the size of the SAS shall be sized with 40 percent less effective leaching area than required when using the loading rate of 0.15 gpd/square foot as specified by 310 CMR 15.245(4). No reduction greater than 40% in the required effective leaching area is allowed, including any reductions under a LUA or a variance. Other deviations to design standards, except the effective leaching area, may be granted under LUA or a variance. Remedial Use Approval — revised November 8, 2011 Presby Enviro-Septic Leaching System Page 4 of 11 The required effective leaching area of the SAS may be reduced in accordance with the above requirements, except a minimum of 400 square feet of effective leaching area shall be provided if any proposed reduction in the leaching area would result in less than 400 square feet of effective leaching area. Where 400 square feet of effective leaching is not feasible, the greatest effective leaching area shall be installed provided that no more than a 40 percent reduction is taken. 5. Except for the modifications to design requirements allowed under a LUA or the Approval, any further deviation from the siting and design requirements of 310 CMR 15.000 for the upgrade or replacement of an existing failed or nonconforming system shall require the following: a) The applicant may request the approving authority to grant a variance and then request approval from the Department pursuant to 310 CMR 15.410 through filing a BRPWP 59b application; and/or b) Pursuant to 310 CMR 15.284 (remedial use), the applicant may request the Department's Approval for Remedial Use of a System on a site-specific basis. The proposed site-specific use of the System in a remedial situation must first be approved by the local approving authority and then a BRPWP 64c permit application must be submitted to the Department. The Designer must demonstrate that the impact of the proposed Alternative System has been considered and the design requirements of 310 CMR 15.000 have been varied to the least degree necessary so as to allow for both the best feasible upgrade within the borders of the lot and have the least effect on public health, safety, welfare and the environment. The Department will consider one of the following alternative design standards without the need for obtaining a variance under 310 CMR 15.400: i. A proposed reduction of up to 2 feet in the required four feet of naturally occurring pervious material layer required by 310 CMR 15.240(1) provided that it has been demonstrated that a greater depth of naturally occurring pervious does not exists anywhere on the site; or ii. A proposed reduction of up to 2 feet in depth to groundwater required by 310 CMR 15.212, provided that any proposed reduction in the depth to groundwater may only be approved when: (1) An approved Soil Evaluator who is a member or agent of the local Approving Authority determines the high groundwater elevation; and (2) No reduction is granted under LUA for setbacks from public or private wells, bordering vegetated wetlands, surface waters, salt marshes, coastal banks, certified vernal pools, water supply lines, surface water supplies or tributaries to surface water supplies, or drains which discharge to surface water supplies or their tributaries, is allowed. A reduction of up to 40% in the required effective leaching area is allowed in conjunction with one of the alternative design standard options (i) or (ii) above, provided that no greater reduction in the effective leaching area is approved under LUA or a variance. However, other deviations to design standards may be granted by the local approving authority under LUA in conjunction with one of the alternative design standard options (i) or (ii) above. Remedial Use Approval — revised November 8, 2011 Presby Enviro-Septic Leaching System Page 5 of 11 6. The System shall not be proposed or used in conjunction with other alternative secondary treatment or nitrogen reduction technologies for any purpose, including but not limited to, meeting nitrogen limits, obtaining approval for a further reduction in effective leaching area, obtaining approval for a further reduction in depth to groundwater, or obtaining approval for a reduction in the depth of pervious material required. The proposed use of the System in not permitted in a nitrogen sensitive area (NSA) as defined in 310 CMR 15.215 serving facilities with actual or design flows of 2,000 GPD or greater which must include treatment with an RSF or equivalent technology as required by 310 CMR 15.202(1). 7. The System shall be installed in a bed or field configuration, as defined in 310 CMR 15.252. The effective leaching area shall be the bottom area (length times width) of the field or bed as presented in the Company's "Massachusetts Enviro-Septic® Wastewater Treatment System Quick Reference Guide". 8. Unless determined necessary by the Designer or Company, the System shall not be used with pressure distribution for any design flow and the System, when used for a facility with a design flow of 2000 gpd or greater, is exempt from the requirement for pressure distribution under 310 CMR 15.231. 9. Depth to the estimated seasonal high groundwater elevation shall be measured from the bottom of the System sand below the Enviro-Septic Leaching System. 10. The System sand shall meet ASTM C-33 specifications. 11. Systems shall be installed with differential venting for aeration and inspection access at end of each run of pipe, section or serial bed and whenever the System is installed under impervious surfaces. 12. The System shall be designed and installed using distribution boxes allowing for inspection access. The pipe between the distribution box and the System shall be installed at a minimum slope of 0.02 feet/foot. 13. The System shall include an inspection port installed within the bed or field as required by 310 CMR 15.240(13). The port bottom shall be set to the elevation where the System sand layer meets the naturally occurring soil or Title 5 fill. 14. Serial distribution laterals shall be limited to no more than 500 gpd and must be laid level. Multi-level systems shall not be allowed. 15. System component material specifications for the pipe, plastic components, fabric and sand shall comply with the specifications identified in the initial I/A technology approval. Prior approval from the Department for any change from these specifications shall be requested in writing. Remedial Use Approval — revised November 8, 2011 Presby Enviro-Septic Leaching System III. General Conditions Page 6 of 11 1. The provisions of 310 CMR 15.000 are applicable to the design, installation, use and operation of a system utilizing an approved or certified alternative technology, except those provisions that specifically have been varied by the conditions of this Approval. 2. All plans and specifications shall be designed in accordance with 310 CMR 15.220. The facility served by an alternative system and the System itself shall be open to inspection by the Department and the Local Approving Authority at all reasonable times. 4. The Department and/or the Local Approving Authority may require the owner of the System to cease operation of the System and/or to take any other action necessary to protect public health, safety, welfare and the environment. The Department has not determined that the performance of the System will provide a level of protection to public health and safety and the environment that is at least equivalent to that of a sewer system. No System shall be installed, upgraded or expanded, if it is feasible to connect the facility to a sanitary sewer, unless as allowed by 310 CMR 15.004. When a sanitary sewer connection becomes feasible, the facility served by the System shall be connected to the sewer, within 60 days of such feasibility, and the System shall be abandoned in compliance with 310 CMR 15.354, unless a later time is allowed, in writing, by the approving authority. 6. Provided that the local approving authority approves the Alternative System in conformance with the Department's Technology Approval, Department review and approval of the site-specific System design and installation is not required unless the Department determines on a case-by-case basis, pursuant to its authority at 310 CMR 15.003(2)(e), that the proposed System requires Department review and approval. IV. Conditions Applicable to the System Owner 1. This Approval shall be binding on the System Owner and on its agents, contractors, successors, and assigns. Violation of the terms and conditions of this Approval by any of the foregoing persons or entities, respectively, shall constitute violation of this Approval by the System Owner unless the Department determines otherwise. 2. The System Owner shall obtain all necessary permits and approvals required by 310 CMR 15.000 prior to the installation and use of the System in Massachusetts. 3. The System is approved for the treatment and disposal of sanitary sewage only. Any wastes that are non -sanitary sewage generated or used at the facility served by the System shall not be introduced into the System and shall be lawfully disposed. 4. Prior to obtaining a Certificate of Compliance for installation of the System, the System Owner shall record in the chain of title for the property served by the alternative system in the Registry of Deeds or Land Registration Office, as applicable, a Notice disclosing Remedial Use Approval — revised November 8, 2011 Presby Enviro-Septic Leaching System Page 7 of 11 both the existence of the alternative on-site system and the Department's Remedial Use Approval of the system technology. As proof of recordation, the System Owner shall submit the following to the Local Approving Authority: (i) a certified Registry copy of the Notice bearing the book and page/or document number; and (ii) if the property is unregistered land, a Registry copy of the System Owner's deed to the property, bearing a marginal reference on the System Owner's deed to the property. The Notice to be recorded shall be in the form of the Notice provided by the Department. For facilities served by Alternative Systems approved pursuant to 310 CMR 15.284 (remedial use), prior to signing any agreement to transfer any or all interest in the property served by the System, or any portion of the property, including any possessory interest, the System Owner shall provide written notice, as required by 310 CMR 15.287(5) of all conditions contained in the Approval to the transferee(s). Any and all instruments of transfer and any leases or rental agreements shall include the notice as an exhibit attached thereto and made a part of thereof a copy of the Approval for the System. The System Owner shall send a copy of such written notification(s) to the Local Approving Authority within 10 days of giving such notice to the transferee(s). 6. The System Owner shall at all times have the installed System properly operated and maintained in accordance with the most recent O&M provisions of this Approval for the alternative technology, and in accordance with any additional requirements of the Approving Authority. The System owner shall furnish the Department any information that the Department requests regarding the operation and performance of the System, within 21 days of the date of receipt of that request. 8. No System owner shall authorize or allow the installation of the System other than by a person trained by the Company to install the System. 9. The System shall not be required to be inspected at any greater frequency than would be required if the facility was served by a conventional system per Title 5, 310 CMR 15.000, unless in accordance with any Company, Designer, or local approving authority requirements or recommendations. V. Conditions Applicable to the Company 1. This Approval shall be binding on the Company and its officers, employees, agents, contractors, successors, and assigns. Violation of the terms and conditions of this Approval by any of the foregoing persons or entities, respectively, shall constitute violation of this Approval by the Company unless the Department determines otherwise. 2. The Approval shall only apply to model units with the same model name or designations specified in this approval and meet the same specifications, operating requirements, and plans, as provided by the manufacturer at the time of the application. Any proposed modifications of the units, installation requirements, or operating Remedial Use Approval — revised November 8, 2011 Presby Enviro-Septic Leaching System Page 8 of 11 requirements shall be subject to the review of the Department for inclusion under a modification of the Approval. 3. The Company shall include copies of the Approval with each System that is sold. In any contract executed by the Company for distribution or re -sale of the System, the Company shall require all vendors, distributors, and resellers to provide each purchaser of the System with copies of the Approval and the procedures in V (4). 4. The Company shall provide, in printed or electronic format, the approved System design, installation, O&M, and Owner's manuals, and any approved updates associated with this technology Approval, to the System Owners, Designers, Installers, vendors, resellers, and distributors of the System. The Company shall submit to the Department a copy of any changes to the manual(s) with reasons for each change, at least 30 days prior to issuance. 5. The Company shall notify all System Owners, resellers, and distributors of changes to the Approval within 60 days of issuance by the Department. 6. The Company shall notify the Department's Director of the Wastewater Management Program at least 30 days in advance of the proposed transfer of ownership of the Technology for which the Approval is issued. Said notification shall include the name and address of the proposed owner containing a specific date of transfer of ownership, responsibility, coverage and liability between them. All provisions of the Approval applicable to the Company shall be applicable to successors and assigns of the Company, unless the Department determines otherwise. In any contract executed by the Company for distribution or re -sale of the System, the Company shall require the distributor or re -seller to provide each purchaser of the System with copies of this Approval and the manual(s) described in Section V (4). The Company shall furnish the Department any information that the Department requests regarding the Technology within 21 days of the date of receipt of that request. If the Company wishes to continue the Approval after its expiration date, the Company shall apply for and obtain a renewal of the Approval. The Company shall submit a renewal application at least 180 days before the expiration date of the Approval, unless written permission for a later date has been granted in writing by the Department. Upon receipt of a timely and complete renewal application, the Approval shall continue in force until the Department has acted on the renewal application. The Company shall maintain the following information for the Systems installed in Massachusetts: a) the address of each facility where the Technology was installed, the Owner's name and address (if different), the type of use (e.g. residential, commercial, institutional, etc.), the design flow; b) the installation date, start-up date, current operational status; and c) a summary of system failures, system malfunctions, and violations of the Approval with the date of each event and corrective actions taken to reach compliance, Remedial Use Approval — revised November 8, 2011 Presby Enviro-Septic Leaching System Page 9 of 11 including but not limited to: design changes; installation changes; operation/maintenance changes; monitoring changes; and/or changes in roles and responsibilities for the manufacturer, vendors, designers, installers, operators, and owners. By February 15th of each, the Company shall submit a report to the Department, signed by a corporate officer, general partner or Company owner that identifies the specific alternative technology approval for which the annual report is being filed and contains only the information required by Paragraph V.9(c) above for the previous calendar year for all installed Systems. In the absence of any system failures, system malfunctions, or violations, the Company shall submit a letter certifying, to the best of their knowledge, all installed Systems are in compliance. 10. The Company shall institute and maintain a training program in the proper design and installation of its System and provide a training course at least annually for prospective designers and installers. The Company shall provide each trainee with the Company's system specifications and the design, installation, O&M, and Owner's manuals. The Company shall certify that installers have completed the Company's training class, maintain a list of certified installers, submit a copy to the Department, and update the list annually. Updated lists shall be forwarded to the Department with the annual report submittal. 11. The Company shall comply with 310 CMR 15.000 and all Department policies and guidance that apply and as they may be amended from time to time. 12. Prior to the submission of an application for a Disposal System Construction Permit (DSCP), for all nonresidential Systems and Systems with design flows of 2,000 gpd or greater, the Company shall submit to the Designer and the System Owner, a certification by the Company or its authorized agent that the design conforms to the Approval and all Company requirements and that the proposed use of the System is consistent with the Technology's capabilities. The authorized agent of the Company responsible for the design review shall have received technical training in the Company's products. 13. The Company shall not sell the Technology to an Installer unless the Installer is trained to install the System by the Company. The Company shall require, by contract, that distributors and resellers of the Technology shall not sell the Technology to an Installer unless the Installer is trained to install the System by the Company. VI. Conditions Applicable to Installers of the System No installer shall install the System unless the System Installer has been trained by the Company on installation of the System or the installation is done under the responsible supervision of a Company trained representative. 2. Prior to the commencement of construction, the System Installer must certify in writing to the Designer, the Approving Authority, and the System Owner that (s)he is a locally approved System Installer. The System Installer shall certify that (s)he has received Remedial Use Approval —revised November 8, 2011 Presby Enviro-Septic Leaching System Page 10 of 11 appropriate training by the Company or the System Installer shall identify the Company trained representative who will oversee the installation. 3. The System Installer shall install the System in accordance with Company training on the installation of the System and the conditions of this Approval. 4. Installers shall complete the System Installation Form and forward a copy to the Company and the local approving authority. 5. The Installer shall provide the System Owner and the local Approving Authority with a bill of lading certifying that the System sand meets ASTM C-33. 6. The Installer shall maintain on-site, at all times during construction, a copy of the approved plans, the design, installation, O&M, and Owner's manuals and a copy of the Approval. 7. Prior to the issuance of a Certificate of Compliance by the local approving authority, the System Installer must provide, in addition to the certifications required by 310 CMR 15.021(3), certification in writing to the local approving authority that the System has been constructed in compliance with the terms of this Approval. VII. Standard Conditions Applicable to the Designer The Designer shall be a Massachusetts Registered Professional Engineer or a Massachusetts Registered Sanitarian, including when designing systems for repair, provided that such Sanitarian shall not design a system to discharge more than 2,000 gallons per day. 2. Prior to the application for a DSCP, the Designer shall provide the System Owner with a copy of this Approval. 3. Prior to the issuance of a Certificate of Compliance by the local approving authority, the Designer must provide, in addition to the certifications required by 310 CMR 15.021(3), certifications in writing to the local approving authority that the System has been constructed in compliance with the terms of the Approval. VIII. Reporting 1. All notices and documents required to be submitted to the Department by this Approval shall be submitted to: Director Wastewater Management Program Department of Environmental Protection One Winter Street - 5th floor Boston, Massachusetts 02108 Remedial Use Approval — revised November 8, 2011 Presby Enviro-Septic Leaching System IX. Rights of the Department Page 11 of 11 1. The Department may suspend, modify or revoke this Approval for cause, including, but not limited to, non-compliance with the terms of this Approval, non-payment of the annual compliance assurance fee, for obtaining the Approval by misrepresentation or failure to disclose fully all relevant facts or any change in or discovery of conditions that would constitute grounds for discontinuance of the Approval, or as necessary for the protection of public health, safety, welfare or the environment, and as authorized by applicable law. The Department reserves its rights to take any enforcement action authorized by law with respect to this Approval and/or the System against the owner of the System and/or the Company. X. Expiration Date 1. Notwithstanding the expiration date of this Approval, any System installed prior to the expiration date of this Approval, and approved, installed and maintained in compliance with this Approval (as it may be modified) and 310 CMR 15.000, may remain in use unless the Department, the local approving authority, or a court requires the System to be modified or removed, or requires discharges to the System to cease. Septic System Effluent Pump Calculations for Replacement Sewage Disposal System Prepared For: Rob & Kelly Marie 85 Boston Street North Andover, MA 01845 s ® ® s MHF Design consultants, Inc. 44 Stites Road, Suite One Salem, New Hampshire 03079 (603) 893-0720 ENGINEERS ® PLANNERS ® SURVEYORS www.mhfdesign.com June 12, 2012 MHF Project #311112 OF MAVID P. .tee CML c o c MHF Design Consultants, Inc. ENGINEERS - PLANNERS SURVEYORS 8. Check Velocity (from Table) 9. Check Pump Run Time (min. 3 doses) Number of Doses Number of Gallons per day Gallons per dose Run Time (Gallon per dose/GPM) 10. Calculate Drawdown Pump Chamber Size Interior Width Interior Length Tank floor thickness Drop from inlet to outlet Calculate Gallons per inch of Depth Volume (Length x width x 0.083') Volume in inches (CF x 7.48 gal/cf) Depth (Gal per dose/gal per inch) Chamber Inlet Maximum Liquid Level Depth From Inlet to Bottom of Pump Chamber Elevation of Bottom of Pump Chamber Elevation of Interior Bottom Pump Off Elevation (6" above tank floor) Pump On Elevation Alarm Elevation (6" above pump on) Chamber Outlet Elevation Storage (need 24 hour storage above Pump On) MHF Project No. Project Description Task Calculated By Checked By 311112 Sheet Septic Replacement - 85 Boston Street, North Andover DRJ Date 06/12/12 Date V = 8 ft/sec >2 ft/sec OK <10ft/sec 4 440 110.00 2.50 >2 min OK <10 min 1,000 gallons 4.2 Feet Inches 8.8 Feet Inches 5 Inches 0.25 Inches 3.07 CF 22.95 Gal/inch 4.79 inches 0.40 Feet 011YA,%i WY&I 4.67 Feet Inches 197.78 198.20 198.70 199.10 199.60 202.20 854 gallons > 440 gallons OK © © MHF Project No. 311112 Sheet a v i e o Project Description Septic Replacement - 85 Boston Street, North Andover Task MHF Design Consultants, Inc. Calculated By DRJ Date 06/12/12 Checked By Date ENGINEERS PLANNERS SURVEYORS Sewage Pump Calculations 1. Length of Force Main (add 5 for interior pipe): 12 ft. 2. Minimum Water Elevation (Pump Off Elevation) 198.20 ft 3. Discharge Elevation (D -box Inlet) 203.66 ft 4. Calculation Static Head 203.66 - 198.20 = 5.46 ft. 5. Diameter of Forcemain 1.25 : in. 6. Determine Minor Losses of Discharge Pipe Pipe Dia. = 1.25 in FITTING QUANTITY Hfd TDH I EQUIVALENT LENGTH TOTAL EQ. LENGTH 90d Elbow (standard) 2 X 3.5 = 6.9 90d Elbow (long) 1.21 6.67 X 1.8 = 0 Check Valve (Full Open) 1 X 12 = 12 Gate Valve (Full Open) 1 X 0.9 = 0.9 45d Elbow #VALUE! #VALUE! X 1.8 = 0 Wye (Same as 45d Elbow) 5.46 X 1.8 = 0 Tee Flow - Run 125 X 2.3 = 0 Tee Flow - Branch #VALUE! #VALUE! X 6.9 = 0 Union @ Pump 1 X 1 = 1 #VALUE! #VALUE! 300 5.46 #VALUE! #VALUE! 20 Feet 7. Total System Length = 33 Plot System Curve From Chart: Q= 44 GPM TDH=11 FEET Flow Hstat Hfd TDH I (9Pm) (ft-) (ff.) (ft.) 0 5.46 0.00 5.46 20 5.46 1.21 6.67 30 5.46 2.57 8.03 40 5.46 4.38 9.84 50 5.46 6.63 12.09 60 5.46 9.29 14.75 70 5.46 #VALUE! #VALUE! 80 5.46 #VALUE! #VALUE! 90 5.46 #VALUE! #VALUE! 100 5.46 #VALUE! #VALUE! 125 5.46 #VALUE! #VALUE! 150 5.46 #VALUE! #VALUE! 175 5.46 #VALUE! #VALUE! 200 5.46 #VALUE! #VALUE! 250 5.46 #VALUE! #VALUE! 300 5.46 #VALUE! #VALUE! 350 5.46 #VALUE! #VALUE! 400 1 5.46 #VALUE! #VALUE! Specifications: DISCHARGE...............................2" NPT, Female, Vertical LIQUID TEMPERATURE.............77°F (25°C) Continuous MOTOR HOUSING ......................Cast Iron PUMP BODY ...............................Cast Iron IMPELLER: Design ....................Multi -Vane, Vortex Material ..................Cast Iron SHAFT ........................................420 Stainless Steel O-RINGS...............................Buna-N HARDWARE ................................300 Series Stainless Steel PAINT ........................................... Air Dry Enamel SEAL: Design ....................Single Mechanical, Oil Filled Reservoir Material ...................Carbon/Cera mic/B u na-N Hardware -300 Series Stainless CORD ENTRY..............................20 ft. (6m) Cord with plug and pressure Gromment for sealing and strain relief UPPER BEARING ........................Single Row, Ball LOWER BEARING .......................Single Row, Ball MOTOR: Design ....................Oil Filled Insulation ...............Class B SINGLE PHASE...........................Permanent Split Capacitor (PSC) Includes Overload Protection in Motor LEVEL CONTROL: EHV412...................None EHV412A................Wide Angle, Mechanical, 20 ft (6m) cord Pipe Mounted EHV412VF..............Vertical Float, PVC, Snap Action EHV412AT ..............Wide Angle, Mechanical, 20 ft (6m) cord Pump Mounted RECOMMENDED: Accessories .............Break Away Fitting (BAF) Check Valve Control Panel Submersible Effluent Pumps Series: EHV .5HP, 3450RPM, 60Hz MEMBER $ P C C US CSA 108 UL 778 LR16567 DESCRIPTION: PUMP IS DESIGNED FOR HANDLING SEWAGE EFFLUENT IN TYPICAL SEPTIC TANK/EFFLUENT APPLICATIONS. CRANE SECTION PUMPS &SYSTEMS 7 PAGE 7 ® DATE 6/10 A Crane Co. Company USA: (937) 778-8947 • Canada: (905) 457-6223 • International: (937) 615-3598 Series EHV 3/4" Spherical Solids Handling Manual & Automatic Submersible Effluent Pumps www.cranepumps.com EHV412A inches EHV412 (Less Float (mm) EHV412AT (Attached to Motor Housing) EHV412VF 9.63 9.63 (245) 1.38 (245) 1.38 (35) (35) 4.751) (12 4.75 fes' 121 3.50 3.50 (89) (89) 7.00 7.00 (178) (1 78) 44 I I 4 120' PUMPING OFF LEVEL DIFFERENTIAL I 75 (19) to 8.25 (210) 14.06 9.00 14.06 I PUMPING (357) (229) (357) DIFFERENTIAL 4.19 4.19 °N (106) (106) LEVEL MODEL NO PART NO HP VOLT/PH Hz RPM NEMA FULL LOCKED CORD CORD CORD (Nom) START LOAD ROTOR LENGTH SIZE TYPE CODE AMPS AMPS EHV412 101298 0.5 115/1 60 3450 H 6.4 19.6 20 ft. (6m) 14/3 SJTOW EHV412A 103542 0.5 115/1 60 3450 H 6.4 19.6 20 ft. (6m) 14/3 SJTOW EHV412VF 101300 0.5 115/1 60 1 3450 H 6.4 19.6 20 ft. (6m) 14/3 SJTOW EHV412AT 103543 0.5 115/1 60 3450 H 6.4 19.6 20 ft. (6m) 14/3 SJTOW EHV412 101298G 0.5 115/1 60 1 3450 H 6.4 19.6 30 ft. (9m) 14/3 SJTOW IMPORTANT! 1.) PUMP MAY BE OPERATED "DRY" FOR EXTENDED PERIODS WITHOUT DAMAGE TO MOTOR AND/OR SEALS. 2.) THIS PUMP IS APPROPRIATE FOR THOSE APPLICATIONS SPECIFIED AS CLASS I DIVISION II HAZARDOUS LOCATIONS. 3.) THIS PUMP IS NOT APPROPRIATE FOR THOSE APPLICATIONS SPECIFIED AS CLASS I DIVISION I HAZARDOUS LOCATIONS. 4.) INSTALLATIONS SUCH AS DECORATIVE FOUNTAINS OR WATER FEATURES PROVIDED FOR VISUAL ENJOYMENT MUST BE INSTALLED IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE ANSI/NFPA 70 AND/OR THE AUTHORITY HAVING JURISDICTION. THIS PUMP IS NOT INTENDED FOR USE IN SWIMMING POOLS, RECREATIONAL WATER PARKS, OR INSTALLATIONS IN WHICH HUMAN CONTACT WITH PUMPED MEDIA IS ACOMMON OCCURRENCE. PAGEIONL3A CRAN E PUMPS & SYSTEMS DATE A Crane Co. Company USA: (937) 778-8947 • Canada: (905) 457-6223 • International: (937) 615-3598 -MIA FRICTION LOSS CHARACTERISTICS CLASS 200 IPS PLASTIC PIPE 'PVC „Ite' (1120, 1220) SDR 21 C = 150 PSI loss per 100 feet of pipe (PSI/100 FT) Oa Sizes 3/4" thru 6" JtiJ VI JN H Flow GPM 1 thru 600 ON �y SIZE 3/4" 1" 11/4" 11/2" 2" 21/2" 3" 4" 6" SIZE OD 1.050 1.315 1.660 1.900 2.375 2.875 3.500 4.500 6.625 OD ID 930 1.189 1.502 1.720 2.149 2.601 3.166 4.072 5.993 ID WALL .060 0.063 0.079 0.090 0.113 0.137 0.167 0.214 0.316 WALL >W p.J y�6. 7li O.J THK Note: Shaded areas of chart indicate velocities over 5' per second. Use with Caution. '© Oa JtiJ VI JN H OVI �y ON �y OJN �N NO OJN �Iy/1 WG. NO OJN N NO C, N NO 01 J 17 Wa NO 7li O.J yJ,, G. VIO 7W dJ y,1 NO ?tL 1J yJj1 NO �l 1i 3.J tyd NO 74: a: 9, NJa i1i 1J >W p.J y�6. 7li O.J Wa >{i fZJ tV U' 1 0.47 0.06 0.28 0.02 0.18 0.01 0.13 0.00 1 2 0.94 0.22 0.57 0.07 0.36 0.02 0.27 0.01 0.17 0.00 2 3 1.42 0.46 0.86 0.14 0.54 0.04 0.41 0.02 0.26 0.01 0.18 0.00 3 4 1.89 0.79 1.15 0.24 0.72 0.08 0.55 0.04 0.35 0.01 0.24 0.01 4 5 2.36 1.20 1.44 0.36 0.90 0.12 0.68 0.06 0.44 0.02 0.30 0.01 5 6 2.83 1.68 1.73 0.51 1.08 0.16 0.82 0.08 0.53 0.03 0.36 0.01 0.24 0.00 6 7 3.30 2.23 2.02 0.67 1.26 0.22 0.96 0.11 0.61 0.04 0.42 0.01 0.28 0.01 7 8 3.77 2.85 2.30 0.86 1.44 0.28 1.10 0.14 0.70 0.05 0.48 0.02 0.32 0.01 8 9 4.25 3.55 2.59 1.07 1.62 0.34 1.24 0.18 0.79 0.06 0.54 0.02 0.36 0.01 9 10 4.72 4.31 2.88 1.30 1.80 0.42 1.37 0.22 0.88 0.07 0.60 0.03 0.40 0.01 10 11 519 5:.15: 3.17 1.56 1.98 0.50 1.51 0.26 0.97 0.09 0.66 0.03 0.44 0.01 11 12 5.66 6.05 3.46 1.83 2.17 0.59 1.65 0.30 1.06 0.10 0.72 0.04 0.48 0.02 0.29 0.00 12 14 6.60 8.05 4.04 2.43 2.53 0.78 1.93 0.40 1.23 0.14 0.84 0.05 0.56 0.02 0.34 0.01 14 16 7.55 10.36 4.61 3.11 2.89 1.00 2.20 0.52 1.41 0.17 0.96 0.07 0.65 0.03 0.39 0.01 16 18 8.49 12.81 5.19 3.87 3.25 1.24 2.48 0.64 1.59 0.22 1.08 0.09 0.73 0.03 0.44 0.01 18 2 0 9.43 15.58 5.77 4.71 3.61 1.51 2.75 0.78 1.76 0.26 1.20 0.10 0.81 0.04 0.49 0.01 20 22 10.38 18.58 6.34 .5.62 3.97 1.80 3.03 0.93 1.94 0.32 1.32 0.12 0.89 0.05 0.54 0.01 22 24 11.32 21.83 .6:92 `6.60 4.34 2.12 3.30 1.09 2.12 0.37 1.44 0.15 0.97 0.06 0.59 0.02 24 26 12.27 25.32 `7.50 7.65 4.70 2.46 3.58 1.27 2.29 0.43 1.56 0.17 1.05 0.07 0.63 0.02 26 2813.21 29.04 8.08. 8.78 5.06 2.82 3.86 1.46 2.47 0.491 1.68 0.19 1.13 0.07 0.68 0.02 28 30 14.15 33.00 8.65 9.98 5.42 3.20 4.13 1.66 2.65 0.56 1.80 0.22 1.22 0.09 0.73 0.02 0.34 0.00 30 35 16.51 43.91 10.10 13.27 6.32 426 4.82 2.20 3.09 0.75 2.11 0.29 1.42 0.11 0.86 0.03 0.39 0.01 35 40 18.87 56.23 1:1.54 17.00 7.23 5.45 5.51 2.82 3.53 0.95 2.41 0.38 1.62 0.14 0.98 0.04 0.45 0.01 40 45 12.98 21.14 8.13 6.78 6.20 3.511 3.97 1.19 2.71 0.47 1.83 0.18 1.10 0.05 0.51 0.01 45 50 14.42 25:70 9.04 8.24 6.89 A.261 4.41 1.44 3.01 0.57 2.03 0.22 1.23 0.06 0.56 0.01 50 55 15.87 30.66 994 9.83 7..58 5.09 4.85 1.72 3.31 0.68 223 0.26 1.35 0.08 0.62 0.01 55 60 17.31 36.02 10.85 11.55 8.27 5.97 5:30 2.02 3.61 0.80 2.44 0.31 1.47 0.09 0.68 0.01 60 65 18:7,5 41.77 11.75 13.40 8.96 6.93 5.74 2.35 3.92 0.93 2.64 0.36 1.59 0.10 0.73 0.02 65 70 12.65 15.37 9.65.7.95 6.18 2.69 4.22 1.06 2.84 0.41 1.72 0.12 0.79 0.02 70 75 13.5617.4710:34 9.03 6.62 3.06 4.52 1.21 3.05 0.46 1.84 0.14 0.85 0.02 75 80 14.46 19.68 11.03 10.18 7.06 3.44 4.82 1.36 3.25 0.52 1.96 0.15 0.90 0.02 80 85 15.37 22:02 11.72 1139 7.50 3.85 5.12 1.52 3.45 0.59 2.09 0.17 0.96 0.03 85 90 16.27 24:48 12.41 12.66 7.95 4.28 5.42 1.69 3.66 0.65 2.21 0.19 1.02 0.03 90 95 17.18 27.06 13.10 13.99 8.39 4.74 5.72 1.87 3.86 0.72 2.33 0.21 1.07 0.03 95 100 18.08 29.76 13.79 15.39 8.83 5.21 6.03 2.06 4.07 0.79 2.46 0.23 1.13 0.04 100 110 19.89 35.50 15.17 18.36 9:71 6.21 .6.63 2.45 4.47 0.94 2.70 0.28 1.24 0.04 110 120 16.54 21.57 10.60 7.30 7.23 2.88 4.88 1.11 2.95 0.33 1.36 0.05 120 130 17.92 25.02 11.48 8.47 7.84 3.34 5.29 1.29 3.19 0.38 1.47 0.06 130 140 19.30 28.70 12.36 9.71 8.44 3.84 5.69 1.47 3.44 0.43 1.59 0.07 140 150T 1325 11.04 9.04 4.36 6.10 1.68 3.69 0.49 1.70 0.08 150 160 14.13 12.44 9.64 4.91 6.51 1.89 3.93 0.55 1.81 0.08 160 170 15.01 13.91 10.25 5.50 6.91 2.1.1 4.18 0.62 1.93 0.09 170 180 15.90 15.47 10.85 6.11 7.32 2.35 4.42 0.69 2.04 0.11 180 190 16.78 17.10 11.45 6.75 7.73 2.60 4.67 0.76 2.15 0.12 190 200 17.66 18.80 12.06 7.43 8.14 2.85 4.92 0.84 2.27 0.13 200 225 19.87 23.38 13.56 9.24 9.15 3.55 5.53 1;04 2.55 0.16 225 250 15.07 11.23 10.17 4.31. 6.15 1.27 2.83 0.19 250 275 16.5813:39 11.19 5.15 6.76 1.51 3.12 0.23 275 300 18.09 15.74 12.21 6.05 7.36 1,78 3.40 0.27 300 325 19.60 18.25 13.22 7.01 7.99 2.06 3.69 0.31 325 350 14:24 8.05 8.61 2.36 3.97 0.36 350 375 15.26 .9.14 9.22 2.69 4.25 0.41 375 400 16.28 10.30 9.84. 103 4.54 0.46 400 425 17.29 11.53 10.453 39. 4.82 0.52 425 450 18.31 12.81 11.07 3.77 5:11 0.57 450 475 19.33 14.16 11.68 4.16 .5:39 063 475 500 12.30 4.58 5.67 0.70 500 550 13.53. `5:46 6.24 `0.83 550 600 14.766.81 0.98 600 Note: Shaded areas of chart indicate velocities over 5' per second. Use with Caution. '© Project Narrative Approval of Installation of an Alternative Septic System for Remedial Use 85 Boston Street, North Andover, Massachusetts Rob & Kelly Marie The applicant, Rob and Kelly Marie is proposing the installation of an Alternative System to replace the failed septic system at their four-bedroom home at 85 Boston Street, North Andover. A Title 5 Inspection was completed on October 29, 2011 and at that time water was observed within the leaching pits and backing up into the distribution box. On May 21. 2012 deep observation holes completed by Diane Pantermoller, MHF Design Consultants and witnessed by Randy Burley, Millriver Consultants, agent for the North Andover Board of Health found Class I Soils with a seasonal high water table at 51 inches with a percolation rate of 4 minutes per inch. The proposal is to install a Presby Enviro-Septic Leaching System to replace the failed leaching pits. The Presby System is approved for Remedial Use by MA DEP. No change in the design flow is proposed. The existing septic tank and leaching pits are located in the front yard of the home with driveways on either side. The lot, while over 6 acres in size, is relatively narrow (less than 100 feet wide) along the front where the house is located. The Enviro-Septic System has been sized with 40 percent less effective leaching area than required when using the loading rates for gravity systems per 310 CMR 15.242(1)(a) as allowed in the Approval for Remedial Use. In addition, in order to minimize the change to the finish grade in front of the house a reduction of two feet in depth to groundwater required by 310 CMR 15.212 is requested. No other waivers, variances or reductions are proposed. I support of the request to reduce the separation to groundwater all state and local setbacks to water lines, wetlands, drains, surface water supplies and their tributaries are met. There are no wetlands within 100 feet of the proposed system or any of the components. The property is served by municipal water. No certified vernal pools are located in the area. In summary, it is the applicant's opinion that the proposed reduction to the separation from groundwater will allow the best feasible upgrade on this lot in order to maintain a useable, attractive front yard without impacting the public health, safety, welfare or the environment. Massachusetts Department of Environmental Protection Bureau of Resource Protection — Title 5 Permitting ` Installation of Alternative Systems Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. r� Transmittal Number BRP WP 57 Approval of Installation of Recirculating Sand Filter (RSF) or Approved Equivalent Technology BRP WP 64b Approval of Installation of an Alternative System for Piloting BRP WP 64c Approval of Installation of an Alternative System for Remedial Use A. General Information 1. Which permit category are you applying for? ❑ BRP WP 57 Approval of Installation of Recirculating Sand Filter or Approved Equivalent Technology ❑ BRP WP64b Approval of Installation of an Alternative System for Piloting ® BRP WP64c Approval of Installation of an Alternative System for Remedial Use 2. Applicant Information: Rob & Kelly Marie Applicant 85 Boston Street Street Address/PO Box 01845 Zip Code rob.marie@ymail.com e-mail address 3. The legal entity which owns this facility is: Company Name (if applicable) North Andover, MA City/Town 978-390-6696 Telephone Number Fax Number ® Individual ❑ Private Partnership ❑ Corporation ❑ State/County ❑ Municipality ❑ Other: 4. Facility Information (if different from applicant): same Street Address/PO Box State City/Town Zip Code ❑ Federal BRPWP 64c.doc • rev. 12103 Title 5 Permit application • Page 1 of 4 -- Massachusetts Department of Environmental Protection Bureau of Resource Protection — Title 5 Permitting Installation of Alternative Systems Transmittal Number A. General Information (cont.) 5. System Designer Information (Registered Sanitarian [RS] or Professional Engineer [PE] for systems under 2,000 gallons per day; PE for systems 2,000 gallons or more per day) David R. Jordan MHF Design Consultants, Inc. Designer name Company name 44 Stiles Road, Suite One Salem Street address/PO Box City/town NH 03079 603-893-0720 State Zip code Telephone number drj@mhfdesign.com 603-893-0733 e-mail address Fax number Yes 34732 P.E. P.E. Registration number Sanitarian Sanitarian Registration Number 6. Does this project require a filing under 301 CMR 11.00, The Massachusetts Environmental Policy Act? ❑ Yes ® No If h fl' b d')❑❑ yes, as a i mg ma een e . Yes No If Yes, EOEA File # B. System Information Indicate the type of use for which the approval is being sought 1. Approval for: ❑ RSF or Approved Equivalent Technology ❑ Piloting ® Remedial Use 2. System Description including, if applicable, technology name and model number: Presby Enviro-Septic Leachhing System approved for remedial use on August 16, 2010, revised November 8, 2011. BRPWP 64c.doc • rev. 12/03 Title 5 Permit application • Page 2 of 4 �., Massachusetts Department of Environmental Protection Bureau of Resource Protection —Title 5 Permitting Installation of Alternative Systems B. System Information (cont.) 3. Alternative Design Standards: ❑ Alternative soil absorption system (SAS) ❑ Alternative loading rates and SAS size Transmittal Number ❑ Enhanced nitrogen removal credit ® Other (please specify design): A proposed two foot reduction to groundwater depth required b 310 CMR 15.212. 4. Is the facility subject to the nitrogen loading limitations under 310 CMR 15.214? ❑ Yes ® No 5. Two complete sets of plans and specifications, including a locus map, properly stamped and signed by a Massachusetts Registered Professional Engineer or Massachusetts Registered Sanitarian must accompany the application and be prepared in accordance with 310 CMR 15.220. Are plans and specifications enclosed? ® Yes ❑ No 6. A copy of the local approving authority's approval for this application must accompany this application. Is the approval attached? ® Yes ❑ No 7. Is available data demonstrating that equivalent environmental protection is achievable attached? ® Yes ❑ No 8. If the applicant is remedying a failure, is documentation identifying the system failure attached? ® Yes ❑ No 9. Identify the provisions of Title 5 for which a variance is sought (if any) and attach local approving authority approval. N/a BRPWP 64c.doc • rev. 12103 Title 5 Permit application • Page 3 of 4 Massachusetts Department of Environmental Protection Ll� Bureau of Resource Protection — Title 5 Permitting Installation of Alternative Systems C. Certification " I 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 are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." Applicant's Signature David R. Jordan Print Name David R. Jordan Name of Preparer June 6, 2012 Date Transmittal Number BRPWP 64c.doc • rev. 12/03 Title 5 Permit application • Page 4 of 4 lte� '-'n' , %-? �. Project Name: v I mtAV i�-1 I BWAMW A Project Location: Prepared For: Date: (Jz-S) 12- Scale: MHF Design Consultants, Inc. Zg- 612 c- F 4,kl Bk 13249 Ps3 �36228 12-06-2012 & 03=25P Notice of Alternative Sewage Disposal System M.G.L. c. 21 A, § 13 and 310 CMR 15.0287(10) [fhis Notice to be recorded and/or filed for registration in the chain of title of the Property served by an Alternative ,ge Disposal System ("Alternative System ").] NAME(S) OF OWNER OF PROPERTY SERVED BY ALTERNATIVE SYSTEM - 4k. V_� — MAM_1VL- �� V ADDRESS OF PROPERTY SERVED BY ALTERNATIVE SYSTEM: OS 5-n2 M ,4- TITLE REFERENCE FOR PROPERTY SERVED BY ALTERNATIVE SYSTEM [check and complete each that applies]: ""Deed recorded with the eVX7(. tkf'tN Registry of Deeds in Book Page l 4 - Certificate of Title No. Issued by the land Registration Office of the Registry District Source of title other than by deed lif Alternative System Owner(s) is other than Property OwRcr(s), complete the fallowing:) Alternative Sys -Lem Owner Name: ,Alternative System Owner Address: WHEREAS, Section 15.280 of Title 5 of the State Environmental Code ("Approval of Alternative Systems"), provides for the Massachusetts Department ofnvirortmental Protection (the "Department!) to approve or certify, as appropriate, all proposals to construct, upgrade or replace on-site sewage disposal systems using alternative systems; WHERE AS, owners anal/or operators of approved or certified alternative systems are subject to general conditions, as specified in Section 1.5.287 of Title 5 of the State Environmental Code, 310 CMR 15.287, and may be subject to special. conditions, as specified in the Department's approvals or certifications; such general and special conditions potentially including, without limitation, requirements relating to the use of trained operators, periodic inspections, maintenance, sampling, reporting and/or recordkeeping; WHEREAS, Section 15.287(1.0) of Title 5 of the State Environmental Code, .310 CMR 15.287(10), requires that "prior to obtaining a Certificate of Compliance for installation of a new or upgraded system, the system owner shall recordin the chain of title for the property served by the alternative system in the Registry of Deeds and/or Land Registration Office, as applicable, a Notice disclosing both the existence of the alternative on-site system and the Department's approval of the system.. The system owner shall also provide evidence of such recording to the local Approving Authority [J" and WHEREAS, the Property is served. by an alternative sewage disposal system. NOW, THEREFORE, Notice of an alternative sewage disposal system is hereby given for the above -referenced Property, as, follows: 1. Existence. An alternative system has been installed as a new or upgraded alternative sewage disposal system, on or adjacent to the Property, and serves the Property. The trade name and model number(s) of the alternative system are as follows: Trade name of technology: Manufacturer Name: Model number(s): _ 0 1 6, Page I of 2 2. Approval/Certification. On J% -;(,,;", -T- t t�, 1(A a bate), the Department, pursuant to its authority under the section of Title 5 as specified below, approved or certified the technology used in the above- referenceT,�Iterrna.tive 'system, under MassDEP Transmittal Number 2 - - ? [Transmittal Number of approval or certification]. [Check one of the following, as applicable:] _ ✓'"Approved for remedial use under 310 CMR 15.284 .Approved for piloting under 310 CMR 15.285 Provisionally approved under 310 CMR 1.5.286 Certified for general use under 31.0 CMR 15.288 A copy of the Departmen.t's Approval/Certification is available from the Department in person or on- line at the Department's website: littp://w,,vw.n ass.(.tov/den . WITNESS the execution bereof under seal this 3vA day of Del bW, , 2012— made by the above-named Alternative System Owner(s). ell J� [;Atternative System Owner(s)] Print Name(s): � o$ e M7 JL I COM.MONWEAI✓`CpI OF MASSACHUSETTS ss On this day of F��t%, , 20L, before me, the undersigned notary publi� ��` , Mi appeared _ % /�f (n nine of document signer), proved tome through s sS tri+ sx ; evidence of identification, which were Q"WJ4 I? ` 1 r , , to be the person w, se in w signed on the preceding or attached document, w4l acknowledged to me that, (he) (she) s ' pit voluntarily for its stated purpose. Vf�fiL�`�tir' ,� �•t�gF'MFS ( signature y) •..... official si nature an seal fnatar Pfp+SV .........................'-----....._..__....._-. ..--------.-.__............_._..._._._.._.--- ................ ......... I... s [Complete the following Property Owner(s) Consent if Alternative System Owner(s) is other than the Property Owner(s):j CO'NSENT'ED TO: [Property Owner(s)j Print Name(s): Date: COMMONWEALTH OF MASSACHUSETTS ,ss On this ____ day of , 20_, before me, the undersigned notary public, personally appeared (name of document signer), proved to me through satisfactory evidence of identification, which were , to be the person whose name is signed on the preceding or attached docu.mcnt, and acknowledged to me that (he) (she) signed it voluntarily for its stated purpose. Upon recording, return to: [Name and address of Property Owner(s)] (official signature and seal of notary) Page 2 of 2 o Commonwealth of Massachusetts Executive Office of Energy & Environmental Affairs Department of Environmental Protection One Winter Street Boston, MA 02108.617-292-5500 DEVAL L PATRICK RICHARD K. SULLIVAN JR. Governor Secretary TIMOTHY P. MURRAY KENNETH L. KIMMELL Lieutenant Governor Commissioner APPROVAL FOR REMEDIAL USE - REVISED Pursuant to Title 5, 310 CMR 15.000 Name and Address of Applicant: Presby Environmental, Inc. 143 Airport Road Whitefield, NH 03598 Trade name of technology and model: Presby Enviro-Septic Leaching System (hereinafter called the "System"). The "Massachusetts Enviro-Septic® Wastewater Treatment System Quick Reference Guide" including schematic drawings of typical Systems, a technology checklist, and a System Installation Form are part of this Remedial Use Approval. Transmittal Number: X233395 Date of Issuance: August 16, 2010, revised November 8, 2011 Date of Expiration: August 16, 2015 Authority for Issuance Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.000, the Department of Environmental, Protection hereby issues this Approval to: Presby Environmental, Inc., 143 Airport Road, Whitefield, NH 03598 (hereinafter "the Company"), approving the System described herein for Remedial Use in the Commonwealth of Massachusetts. Sale and use of the System are conditioned on compliance by the Company and the System owner with the terms and conditions set forth below. Any noncompliance with the terms or conditions of this Approval constitutes a violation of 310 CMR 15.000. David Ferris, Director Wastewater Management Program Bureau of Resource Protection November 8, 2011 Date This information is available in alternate format Call Michelle Waters-Ekanem, Diversity Director, at 617-292-5751. TDD# 1-866-539-7622 or 1.617-5746868 MassDEP Website: www.mass.gov/dep Printed on Recycled Paper Remedial Use Approval —revised November 8, 2011 Presby Enviro-Septic Leaching System I. Purpose Page 2 of 11 1. This Remedial Use Approval authorizes, with the necessary permits and approvals required by 310 CMR 15.000, the use and installation of the System in Massachusetts. 2. The System may only be installed where conditions meet the criteria of Approval for Remedial Use, 310 CMR 15.284(2). The System is an alternative system approved in accordance with 310 CMR 15.280 through 15.289 and is used to treat and dispose of wastewater. 3. This Approval for Remedial Use allows the use of the System only where the local approving authority finds that the System is for upgrade of a failed, failing or nonconforming system with no increase in flow. The Title 5 design flow for the facility must be less than 1.0,000 gallons per day. II. Design and Construction Standards 1. The System is a subsurface unit that replaces a soil absorption system (SAS) designed in accordance with 31.0 CMR 15.000. The System consists of an 11 5/8 -inch diameter corrugated, high-density plastic pipe with a 9.5 -inch interior diameter and a standard length per unit of 10 feet. The exterior of the pipe has ridges on the peak of each corrugation. The pipe is perforated with eight holes equally distributed around its inner circumference. Each hole has a plastic skimmer extending inwards. The exterior of the pipe shall have a minimum of two layers of material. The inner layer shall be a thick layer of coarse, randomly oriented polypropylene fibers. The outer layer shall be a non -woven geo-textile polypropylene fabric. Connectors designed to connect pipe units together are required. The System also includes a minimum six inches of sand, specified as concrete sand meeting ASTM C-33 (also called `System sand'), surrounding the pipe on all sides by a minimum of six inches. 2. To upgrade or replace an existing failed or nonconforming system where a conventional system designed in accordance with the standards of 310 CMR 15.100 through 15.255 could be feasibly built on-site, with the exception of providing a reserve area (1.5.248), an Alternative System approved pursuant to 31.0 CMR 15.284 (remedial use), may only be installed, provided that: a) there is no increase in the actual or proposed design flow; b) the Designer shows on the plans the area for an approvable conventional system designed in accordance with the standards for new construction of 310 CMR 15.100 through 15.255; c) the record drawings, on file with the local approving authority, shall clearly indicate the area for the conventional system is reserved for the sole purpose of upgrading the on-site sewage disposal system without any increase in flow; d) the installation of the Alternative System and the System Owner shall not disturb the site in any manner that would render it unusable for the future installation of a conventional system designed in accordance with the standards for new construction of 310 CMR 15.100 through 15.255. Remedial Use Approval — revised November 8, 2011 Presby Enviro-Septic Leaching System Page 3 of 11 e) no deviation from any of the siting and design requirements of 310 CMR 15.000 shall be granted by the local approving authority under the LUA provisions of 310 15.405, except as allowed by Paragraphs II.4 and I1.5. 3. To upgrade or replace an existing failed or nonconforming system, an Alternative System approved pursuant to 310 CMR 15.284 (remedial use) may be installed where a conventional system designed in full compliance with the standards for new construction of 310 CMR 15.100 through 15.255 cannot be feasibly built on-site, provided that: a) there is no increase in the actual or proposed design flow; b) the Designer demonstrates that the impact of the proposed Alternative System has been considered and the design requirements of 310 CMR 15.000 have been varied to the least degree necessary so as to allow for both the best feasible upgrade within the borders of the lot and have the least effect on public health, safety, welfare and the environment; c) the Designer shows on the plans an area for the best feasible conventional upgrade without the use of any Alternative System, in the event that the Alternative System fails or is not capable of providing equivalent environmental protection; d) the installation of an Alternative System, including all components and the soil absorption system, shall not disturb the site in any manner that would render it unusable for the future installation of the best feasible conventional upgrade; e) the record drawings, on file with the local approving authority, shall clearly indicate the area reserved for the best feasible conventional upgrade; f) the System Owner shall not construct any permanent buildings or structures in an area for the best feasible conventional upgrade or disturb the site in any manner that would render the area unusable; and g) no deviation from any of the siting and design requirements of 310 CMR 15.000 shall be granted by the local approving authority under the LUA provisions of 310 15.405, except as allowed by Paragraphs I1.4 and 11.5. 4. Alternative Design Standard to 310 CMR 15.242(1)(a) and 15.245(4), Effluent Loading Rates — For the upgrade or replacement of an existing failed or nonconforming system, Systems sited in soils with a percolation rate of 60 minutes or less per inch, the size of the SAS shall be sized with 40 percent less effective leaching area than required when using the loading rates for gravity systems of 310 CMR 15.242(1)(a). For soils with a recorded percolation rate of between 60 and 90 minutes per inch, the size of the SAS shall be sized with 40 percent less effective leaching area than required when using the loading rate of 0.15 gpd/square foot as specified by 310 CMR 15.245(4). No reduction greater than 40% in the required effective leaching area is allowed, including any reductions under a LUA or a variance. Other deviations to design standards, except the effective leaching area, may be granted under LUA or a variance. Remedial Use Approval — revised November 8, 2011 Presby Enviro-Septic Leaching System Page 4 of 11 The required effective leaching area of the SAS may be reduced in accordance with the above requirements, except a minimum of 400 square feet of effective leaching area shall be provided if any proposed reduction in the leaching area would result in less than 400 square feet of effective leaching area. Where 400 square feet of effective leaching is not feasible, the greatest effective leaching area shall be installed provided that no more than a 40 percent reduction is taken. 5. Except for the modifications to design requirements allowed under a LUA or the Approval, any further deviation from the siting and design requirements of 310 CMR 15.000 for the upgrade or replacement of an existing failed or nonconforming system shall require the following: a) The applicant may request the approving authority to grant a variance and then request approval from the Department pursuant to 310 CMR 15.410 through filing a r_c < BRPWP 59b application; and/or 4-L"; s b) Pursuant to 310 CMR 15.284 (remedial use), the applicant may request the r�^ Department's Approval for Remedial Use of a System on a site-specific basis. The ,44';?'— 2 proposed site-specific use of the System in a remedial situation must first be approved by the local approving authority and then a BRPWP 64c permit application must be submitted to the Department. The Designer must demonstrate that the impact of the proposed Alternative System has been considered and the design requirements of 310 CMR 15.000 have been varied to the least degree necessary so as to allow for both the best feasible upgrade within the borders of the lot and have the least effect on public health, safety, welfare and the environment. The Department will consider one of the following alternative design standards without the need for obtaining a variance under 310 CMR 15.400: i. A proposed reduction of up to 2 feet in the required four feet of naturally occurring pervious material layer required by 310 CMR 15.240(1) provided that it has been demonstrated that a greater depth of naturally occurring pervious does not exists anywhere on the site; or ii. A proposed reduction of up to 2 feet in depth to groundwater required by 310 CMR 15.212, provided that any proposed reduction in the depth to groundwater may only be approved when: (1) An approved Soil Evaluator who is a member or agent of the local Approving Authority determines the high groundwater elevation; and (2) No reduction is granted under LUA for setbacks from public or private wells, bordering vegetated wetlands, surface waters, salt marshes, coastal banks, certified vernal pools, water supply lines, surface water supplies or tributaries to surface water supplies, or drains which discharge to surface water supplies or their tributaries, is allowed. A reduction of up to 40% in the required effective leaching area is allowed in conjunction with one of the alternative design standard options (i) or (ii) above, provided that no greater reduction in the effective leaching area is approved under LUA or a variance. However, other deviations to design standards may be granted by the local approving authority under LUA in conjunction with one of the alternative design standard options (i) or (ii) above. Remedial Use Approval — revised November 8, 2011 Presby Enviro-Septic Leaching System Page 5 of 11 6. The System shall not be proposed or used in conjunction with other alternative secondary treatment or nitrogen reduction technologies for any purpose, including but not limited to, meeting nitrogen limits, obtaining approval for a further reduction in effective leaching area, obtaining approval for a further reduction in depth to groundwater, or obtaining approval for a reduction in the depth of pervious material required. The proposed use of the System in not permitted in a nitrogen sensitive area (NSA) as defined in 310 CMR 15.215 serving facilities with actual or design flows of 2,000 GPD or greater which must include treatment with an RSF or equivalent technology as required by 310 CMR 15.202(1). 7. The System shall be installed in a bed or field configuration, as defined in 310 CMR 15.252. The effective leaching area shall be the bottom area (length times width) of the field or bed as presented in the Company's "Massachusetts Enviro-Septic® Wastewater Treatment System Quick Reference Guide". 8. Unless determined necessary by the Designer or Company, the System shall not be used with pressure distribution for any design flow and the System, when used for a facility with a design flow of 2000 gpd or greater, is exempt from the requirement for pressure distribution under 310 CMR 15.231. 9. Depth to the estimated seasonal high groundwater elevation shall be measured from the bottom of the System sand below the Enviro-Septic Leaching System. 10. The System sand shall meet ASTM C-33 specifications. 11. Systems shall be installed with differential venting for aeration and inspection access at end of each run of pipe, section or serial bed and whenever the System is installed under impervious surfaces. 12. The System shall be designed and installed using distribution boxes allowing for inspection access. The pipe between the distribution box and the System shall be installed at a minimum slope of 0.02 feet/foot. 13. The System shall include an inspection port installed within the bed or field as required by 310 CMR 15.240(13). The port bottom shall be set to the elevation where the System sand layer meets the naturally occurring soil or Title 5 fill. 14. Serial distribution laterals shall be limited to no more than 500 gpd and must be laid level. Multi-level systems shall not be allowed. 15. System component material specifications for the pipe, plastic components, fabric and sand shall comply with the specifications identified in the initial UA technology approval. Prior approval from the Department for any change from these specifications shall be requested in writing. Remedial Use Approval — revised November 8, 2011 Presby Enviro-Septic Leaching System III. General Conditions Page 6 of 11 1. The provisions of 310 CMR 15.000 are applicable to the design, installation, use and operation of a system utilizing an approved or certified alternative technology, except those provisions that specifically have been varied by the conditions of this Approval. 2. All plans and specifications shall be designed in accordance with 310 CMR 1.5.220. 3. The facility served by an alternative system and the System itself shall be open to inspection by the Department and the Local Approving Authority at all reasonable times. 4. The Department and/or the Local Approving Authority may require the owner of the System to cease operation of the System and/or to take any other action necessary to protect public health, safety, welfare and the environment. 5. The Department has not determined that the performance of the System will provide a level of protection to public health and safety and the environment that is at least equivalent to that of a sewer system. No System shall be installed, upgraded or expanded, if it is feasible to connect the facility to a sanitary sewer, unless as allowed by 310 CMR 15.004. When a sanitary sewer connection becomes feasible, the facility served by the System shall be connected to the sewer, within 60 days of such feasibility, and the System shall be abandoned in compliance with 31.0 CMR 15.354, unless a later time is allowed, in writing, by the approving authority. 6. Provided that the local approving authority approves the Alternative System in conformance with the Department's Technology Approval, Department review and approval of the site-specific System design and installation is not required unless the Department determines on a case-by-case basis, pursuant to its authority at 310 CMR 15.003(2)(e), that the proposed System requires Department review and approval. IV. Conditions Applicable to the System Owner This Approval shall be binding on the System Owner and on its agents, contractors, successors, and assigns. Violation of the terms and conditions of this Approval by any of the foregoing persons or entities, respectively, shall constitute violation of this Approval by the System Owner unless the Department determines otherwise. 2. The System Owner shall obtain all necessary permits and approvals required by 310 CMR 15.000 prior to the installation and use of the System in Massachusetts. 3. The System is approved for the treatment and disposal of sanitary sewage only. Any wastes that are non -sanitary sewage generated or used at the facility served by the System shall not be introduced into the System and shall be lawfully disposed. 4. Prior to obtaining a Certificate of Compliance for installation of the System, the System Owner shall record in the chain of title for the property served by the alternative system in the Registry of Deeds or Land Registration Office, as applicable, a Notice disclosing Remedial Use Approval — revised November 8, 2011. Presby Enviro-Septic Leaching System Page 7 of 11 both the existence of the alternative on-site system and the Department's Remedial Use Approval of the system technology. As proof of recordation, the System Owner shall submit the following to the Local Approving Authority: (i) a certified Registry copy of the Notice bearing the book and page/or document number; and (ii) if the property is unregistered land, a Registry copy of the System Owner's deed to the property, bearing a marginal reference on the System Owner's deed to the property. The Notice to be recorded shall be in the form of the Notice provided by the Department. 5. For facilities served by Alternative Systems approved pursuant to 310 CMR 15.284 (remedial use), prior to signing any agreement to transfer any or all interest in the property served by the System, or any portion of the property, including any possessory interest, the System Owner shall provide written notice, as required by 310 CMR 15.287(5) of all conditions contained in the Approval to the transferee(s). Any and all instruments of transfer and any leases or rental agreements shall include the notice as an exhibit attached thereto and made a part of thereof a copy of the Approval for the System. The System Owner shall send a copy of such written notification(s) to the Local Approving Authority within 10 days of giving such notice to the transferee(s). 6. The System Owner shall at all times have the installed System properly operated and maintained in accordance with the most recent O&M provisions of this Approval for the alternative technology, and in accordance with any additional requirements of the Approving Authority. 7. The System owner shall furnish the Department any information that the Department requests regarding the operation and performance of the System, within 21 days of the date of receipt of that request. No System owner shall authorize or allow the installation of the System other than by a person trained by the Company to install the System. 9. The System shall not be required to be inspected at any greater frequency than would be required if the facility was served by a conventional system per Title 5, 310 CMR 15.000, unless in accordance with any Company, Designer, or local approving authority requirements or recommendations. V. Conditions Applicable to the Company 1. This Approval shall be binding on the Company and its officers, employees, agents, contractors, successors, and assigns. Violation of the terms and conditions of this Approval by any of the foregoing persons or entities, respectively, shall constitute violation of this Approval by the Company unless the Department determines otherwise. 2. The Approval shall only apply to model units with the same model name or designations specified in this approval and meet the same specifications, operating requirements, and plans, as provided by the manufacturer at the time of the application. Any proposed modifications of the units, installation requirements, or operating Remedial Use Approval — revised November 8, 2011 Presby Enviro-Septic Leaching System Page 8 of 1 I requirements shall be subject to the review of the Department for inclusion under a modification of the Approval. 3. The Company shall include copies of the Approval with each System that is sold. In any contract executed by the Company for distribution or re -sale of the System, the Company shall require all vendors, distributors, and resellers to provide each purchaser of the System with copies of the Approval and the procedures in V (4). 4. The Company shall provide, in printed or electronic format, the approved System design, installation, O&M, and Owner's manuals, and any approved updates associated with this technology Approval, to the System Owners, Designers, Installers, vendors, resellers, and distributors of the System. The Company shall submit to the Department a copy of any changes to the manual(s) with reasons for each change, at least 30 days prior to issuance. 5. The Company shall notify all System Owners, resellers, and distributors of changes to the Approval within 60 days of issuance by the Department. 6. The Company shall notify the Department's Director of the Wastewater Management Program at least 30 days in advance of the proposed transfer of ownership of the Technology for which the Approval is issued. Said notification shall include the name and address of the proposed owner containing a specific date of transfer of ownership, responsibility, coverage and liability between them. All provisions of the Approval applicable to the Company shall be applicable to successors and assigns of the Company, unless the Department determines otherwise. In any contract executed by the Company for distribution or re -sale of the System, the Company shall require the distributor or re -seller to provide each purchaser of the System with copies of this Approval and the manual(s) described in Section V (4). 7. The Company shall furnish the Department any information that the Department requests regarding the Technology within 21 days of the date of receipt of that request. 8. If the Company wishes to continue the Approval after its expiration date, the Company shall apply for and obtain a renewal of the Approval. The Company shall submit a renewal application at least 180 days before the expiration date of the Approval, unless written permission for a later date has been granted in writing by the Department. Upon receipt of a timely and complete renewal application, the Approval shall continue in force until the Department has acted on the renewal application. 9. The Company shall maintain the following information for the Systems installed in Massachusetts: a) the address of each facility where the Technology was installed, the Owner's name and address (if different), the type of use (e.g. residential, commercial, institutional, etc.), the design flow; b) the installation date, start-up date, current operational status; and c) a summary of system failures, system malfunctions, and violations of the Approval with the date of each event and corrective actions taken to reach compliance, Remedial Use Approval — revised November 8, 2011 Presby Enviro-Septic Leaching System Page 9 of 11 including but not limited to: design changes; installation changes; operation/maintenance changes; monitoring changes; and/or changes in roles and responsibilities for the manufacturer, vendors, designers, installers, operators, and owners. By FebruM 15t' of each year, the Company shall submit a report to the Department, signed by a corporate officer, general partner or Company owner that identifies the specific alternative technology approval for which the annual report is being filed and contains only the information required by Paragraph V.9(c) above for the previous calendar year for all installed Systems. In the absence of any system failures, system malfunctions, or violations, the Company shall submit a letter certifying, to the best of their knowledge, all installed Systems are in compliance. 10. The Company shall institute and maintain a training program in the proper design and installation of its System and provide a training course at least annually for prospective designers and installers. The Company shall provide each trainee with the Company's system specifications and the design, installation, O&M, and Owner's manuals. The Company shall certify that installers have completed the Company's training class, maintain a list of certified installers, submit a copy to the Department, and update the list annually. Updated lists shall be forwarded to the Department with the annual report submittal. 11. The Company shall comply with 310 CMR 15.000 and all Department policies and guidance that apply and as they may be amended from time to time. 1.2. Prior to the submission of an application for a Disposal System Construction Permit (DSCP), for all nonresidential Systems and Systems with design flows of 2,000 gpd or greater, the Company shall submit to the Designer and the System Owner, a certification by the Company or its authorized agent that the design conforms to the Approval and all Company requirements and that the proposed use of the System is consistent with the Technology's capabilities. The authorized agent of the Company responsible for the design review shall have received technical training in the Company's products. 1.3. The Company shall not sell the Technology to an Installer unless the Installer is trained to install the System by the Company. The Company shall require, by contract, that distributors and resellers of the Technology shall not sell the Technology to an Installer unless the Installer is trained to install the System by the Company. VI. Conditions Applicable to Installers of the System No installer shall install the System unless the System Installer has been trained by the Company on installation of the System or the installation is done under the responsible supervision of a Company trained representative. 2. Prior to the commencement of construction, the System Installer must certify in writing to the Designer, the Approving Authority, and the System Owner that (s)he is a locally approved System Installer. The System Installer shall certify that (s)he has received Remedial Use Approval — revised November 8, 2011 Presby Enviro-Septic Leaching System Page 10 of 1 I appropriate training by the Company or the System Installer shall identify the Company trained representative who will oversee the installation. 3. The System. Installer shall install the System in accordance with Company training on the installation of the System and the conditions of this Approval. 4. Installers shall complete the System Installation Form and forward a copy to the Company and the local approving authority. 5. The Installer shall provide the System Owner and the local Approving Authority with a bill of lading certifying that the System sand meets ASTM C-33. 6. The Installer shall maintain on-site, at all times during construction, a copy of the approved plans, the design, installation, O&M, and Owner's manuals and a copy of the Approval. 7. Prior to the issuance of a Certificate of Compliance by the local approving authority, the System Installer must provide, in addition to the certifications required by 310 CMR 15.021(3), certification in writing to the local approving authority that the System has been constructed in compliance with the terms of this Approval. VII. Standard Conditions Applicable to the Designer The Designer shall be a Massachusetts Registered Professional Engineer or a Massachusetts Registered Sanitarian, including when designing systems for repair, provided that such Sanitarian shall not design a system to discharge more than 2,000 gallons per day. 2. Prior to the application for a DSCP, the Designer shall provide the System Owner with a copy of this Approval. Prior to the issuance of a Certificate of Compliance by the local approving authority, the Designer must provide, in addition to the certifications required by 310 CMR 15.021(3), certifications in writing to the local approving authority that the System has been constructed in compliance with the terms of the Approval. VIII. Reporting 1. All notices and documents required to be submitted to the Department by this Approval shall be submitted to: Director Wastewater Management Program Department of Environmental Protection One Winter Street - 5th floor Boston, Massachusetts 02108 Remedial Use Approval — revised November 8, 2011 Presby Enviro-Septic Leaching System IX. Rights of the Department Page 11 of 11 1. The Department may suspend, modify or revoke this Approval for cause, including, but not limited to, non-compliance with the terms of this Approval, non-payment of the annual compliance assurance fee, for obtaining the Approval by misrepresentation or failure to disclose fully all relevant facts or any change in or discovery of conditions that would constitute grounds for discontinuance of the Approval, or as necessary for the protection of public health, safety, welfare or the environment, and as authorized by applicable law. The Department reserves its rights to take any enforcement action authorized by law with respect to this Approval and/or the System against the owner of the System and/or the Company. X. Expiration Date 1. Notwithstanding the expiration date of this Approval, any System installed prior to the expiration date of this Approval, and approved, installed and maintained in compliance with this Approval (as it may be modified) and 310 CMR 15.000, may remain in use unless the Department, the local approving authority, or a court requires the System to be modified or removed, or requires discharges to the System to cease. ® ® 44 Stiles Road - Suite One o Salem, NH 03079 - TEL (603) 893-0720 LETTER OF TRANSMITTAL FAX (603) 893-0733 MHF Design Consultants, Inc. ENGINEERS • PLANNERS • SURVEYORS ❑ Early AM ❑ Next Day ❑ Next Day Air ❑ Ground ❑ USPS Mail ❑ To Be Picked Up ® Hand Carry TO: North Andover Health Department 1600 Osgood Street North Andover, MA 01845 ❑ Residential WE ARE SENDING YOU: ® Attached THE FOLLOWING ITEMS ❑ Shop Drawings ® Plans ❑ Stamped Drawings ❑ Addendum # DATE 11/30/12 1 JOB NO 311112 ATTENTION: RE: Septic System Replacement Rob & Kelly Marie 85 Boston Street ❑ ❑ Under separate cover via ❑ Change Order ❑ Specifications ❑ Report ❑ Product Cuts ❑ Copy of Letter M Other COPIES DATE NO. DESCRIPTION 2 11/6112 1 1 As -Built Sewage Disposal System Plan 1 11/30/12 1 1 Installation Certification These are transmitted as checked below: ❑ For approval ❑ Reviewed as submitted ❑ For your use ❑ Reviewed as noted ® As requested ❑ See attached review form ❑ For review and comment ❑ Returned for corrections ❑ Forbids due ❑ Prints returned after loan to us REMARKS Copy to: File Rob Marie ❑ Resubmit _ copies for review ❑ Submit _ copies for distribution ❑ Return _ corrected prints rov 9 0 2a�2 it TOWN OF NOR) H ANDOVER HEALTH DEPARTWENT Signed: Da id R. Jordan, PE, LLS If enclosures are not as noted, kindly notify us at once. FAProjects\Eng\311112\Hea1th Dept Transmittal 11-30-12.doc Blackburn, Lisa From: Sawyer, Susan Sent: Wednesday, November 21, 2012 10:38 AM To: 'David R Jordan'; 'Rob Marie' Cc: Blackburn, Lisa Subject: RE: Alternative System Documentation Good Morning, The Health Department has not received confirmation of the recording at the registry. The Certificate of Compliance can not be issued until this is received. I will double check the file, but are we still waiting on the installation certification and the as -built? Thank you Susan From: David R Jordan [mailto:dd@)mhfdesign.com] Sent: Tuesday, October 09, 2012 4:28 PM To: 'Rob Marie' Cc: Sawyer, Susan Subject: Alternative System Documentation Hi Rob, 1 -understand that work is starting this week on the replacement septic system. I believe that I have mentioned this before but in case I haven't, since this is an "alternative system" per MA Title 5 code a notice needs to be recorded at the Registry of Deeds. I had prepared a draft of the Notice when we were going through the approval process, which I have attached. This needs to be notarized and recorded. I have also included a blank form in case someone wishes to type in the information. Let me know if you have any questions. David David R. Jordan, PE, LLS, LEED AP Senior Project Manager MHF Design Consultants, Inc. 44 Stiles Road, Suite 1 Salem, NH 03079 (P) 603-893-0720 x40 (F) 603-893-0733 dri@mhfdesien.com www.mhfdesign.com Please note the Massachusetts Secretary of State's office has determined that most emails to and from municipal offices and officials are public records. For more information please refer to: http://www.sec.state.ma.uspre/preidx.htm. Please consider the environment before printing this email. t Blackburn, Lisa From: Sawyer, Susan Sent: Thursday, October 25, 2012 11:54 AM To: 'Dan Ottenheimer'; Grant, Michele; Blackburn, Lisa Cc: 'Isaac Rowe'; 'Pam Lally' Subject: RE: 85 Boston Street Construction Inspection I really was clear it was a recommendation, not a requirement. As long as we know if they do it or not is just the issue. And thanks for the reminder on the requirement regarding the deed. The engineer has provided a draft, but the proof of recording has not been submitted. Does DEP get copied on that too? Thx Susan From: Dan Ottenheimer[mailto:dano(amillriverconsulting.com] Sent: Thursday, October 25, 2012 11:11 AM To: Sawyer, Susan; Grant, Michele; Blackburn, Lisa Cc: 'Isaac Rowe'; 'Pam Lally' Subject: RE: 85 Boston Street Construction Inspection Sorry for confusion. It was not something I required the contractor to do, just recommended it, and you are right he probably did not do so. I'll be clearer with your office in future, sorry. Dan From: Sawyer, Susan Sent: 10/25/2012 10:57 AM To: 'dano@m ill riverconsulting.com'; Grant, Michele; Blackburn, Lisa Cc: 'Isaac Rowe'; 'Pam Lally' Subject: RE: 85 Boston Street Construction Inspection Hi Dan, We received the inspection form and saw that a recommendation was made in regards to expanding the pipe from 2 inch to 4 inch. I was wondering if the engineer was brought into the conversation as I likely assume the installer would choose not to do additional work unless he was told to do it. If he did change it, it probably should have been verified by us for documentation purposes and the change noted on the as -built. It is covered up now so this time we can't go backward; however, if we know that there needs to be follow up from our office in regards to changes to the system on the inspection; we'll be glad to go back to the site. Thank you, Susan Susan Sawyer Public Health Director Town of North Andover 1600 Osgood Street Bldg. 20, Unit 2035 North Andover, MA 01845 Phone 978.688.9540 Fax 978.688.8476 Email mailto:ssawver@townofnorthandover.com Web www.TownofNorthAndover.com From: Dan Ottenheimer [ma iIto: info@)milIriverconsulting.com] Sent: Wednesday, October 24, 2012 8:34 PM To: Sawyer, Susan; Grant, Michele; Blackburn, Lisa Cc: 'Isaac Rowe'; 'Pam Lally' Subject: 85 Boston Street Construction Inspection Form is completed and attached. I would encourage you to confirm they got DEP approval for the 2' ground water separation, and also have a deed notice recorded before issuing the C of C. These are part of the Enviroseptic DEP approval, and were part of the designer's initial application in a draft form. Any questions, let me know. Dan Daniel Ottenheimer, President Mill River Consulting, Inc. 6 Sargent Street Gloucester, MA 01930-2719 978-282-0014 fax: 978-282-1318 www.millriverconsultina.com dano ckmillriverconsulting.com Member: Yankee Onsite Wastewater Association, Massachusetts Environmental Health Association, Cape Ann Chamber of Commerce, Gloucester Rotary Club, New England Water Environment Association, Cape Ann Referral Group LThe.ernire original message is not included.] Please note the Massachusetts Secretary of State's office has determined that most emails to and from municipal offices and officials are public records. For more information please refer to: http://www.sec.state.ma.us/pre/preidx.htm. Please consider the environment before printing this email. 44 Stiles Road • Suite One • Salem, New Hampshire 03079 TEL (603) 893-0720 • FAX (603) 893-0733 MHF Design Consultants, Inc. www.mhfdesign.com October 15, 2012 Susan Y. Sawyer, REHS/RS Public Health Director North Andover Health Department 1600 Osgood Street North Andover, MA 01845 Re: New Septic Tank 85 Boston Street (Map 107B, Lot 82) Rob & Kelly Marie Dear Ms. Sawyer ou 2 3 2012 TOWN OF NORTH ANDOVER HEALTH DEPARTMENT MHF Design Consultants, Inc. (MHF) has reviewed the previously completed buoyancy calculations and compared the results with the new septic tank that is being installed. Based on our review we find that due to the depth of the seasonal high water table and the weight of the tank itself, the new tank will be able to resist the buoyant forces without flotation. If you have any questions or need additional information, please free to contact me at 893-0720 extension 40. Sincerely, MHF Design Consults ts, Inc. ' D VFD R. J % f,NIL avid R. Jordan, P.E., P.L.S., LEED AP •� �.., ate.05,Senior Project Manager Cc: Rob & Kelly Marie F:\Projects\Eng\311112\BOH Letter 10-15-12.doc ENGINEERS 0 PLANNERS 9 SURVEYORS North Andover Health Department Community Development Division August 16, 2012 Robert and Kelly Marie 85 Boston Street North Andover, MA 01845 Re: Repair Subsurface Sewage Disposal System (SSDS) Plan for 85 Boston Street (Map 107B, Lot 82) Dear Property Owners: Pursuant to the previous letter having received DEP approval, the plan for the proposed septic system has been approved. The approval grants a 2 foot reduction to the water table. The design has been approved for use in the construction of a replacement, four bedroom (maximum 9 room home), on-site septic system. Generally, this plan is good for 3 -years from the date of approval, however as this is a repair system Title V requires that the system be installed within 2 years. During this time, a licensed septic system installer must obtain a permit and complete this work, and a Certificate of Compliance be endorsed by the installer, designer and the Town of North Andover. In the event an imminent health problem such as sewage backup into the dwelling is occurring, the North Andover Board of Health may reduce the time period for which this plan is valid. If site conditions are found in the field to be different from those indicated on the design plan and/or soil evaluation, the originally issued Disposal System Construction Permit is void, installation shall stop, and the applicant shall reapply for a new Disposal Systems Construction Permit (3 10 CMR 15.020(1)). 2. It is the responsibility of the applicant and/or the applicant's septic system designer, septic system installer or other representative to ensure that all other state and Page 1 of 2 North Andover Health Department, 1600 Osgood Street, Building 20, Suite 2-36, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 municipal requirements are met. These may include review by the Conservation Commission, Zoning Board, Planning Board, Building Inspector, Plumbing Inspector and/or Electrical Inspector. The issuance of a Disposal System Construction Permit shall not construe and/or imply compliance with any of the aforementioned requirements. Please feel free to contact the office with any questions you may have. We look forward to working with you to obtain a wastewater treatment and dispersal system which will be in compliance with all regulations and assure protection of public health and the environment of North Andover. Sincerely, Susan Y. Sa er, REtl Public Health Director cc: David Jordan, PE, LLS MHF Design Consultants 44 Stiles Road, Suite One Salem, N.H. 03079 File Page 2 of 2 North Andover Health Department, 1600 Osgood Street, Building 20, Suite 2-36, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 DelleChiaie, Pamela From: Sawyer, Susan Sent: Thursday, July 26, 2012 4:11 PM To: DelleChiaie, Pamela Subject: FW: X251951 - 85 Boston St, North Andover Attachments: X251951 85 Boston St app.pdf DEP approved the state variance. PIs print for the file. Thx From: Golden, Claire (DEP)[mailto:claire.goldenCatstate.ma.us] Sent: Tuesday, July 24, 2012 2:29 PM To: rob. marie(ftmail.com; dri@mhfdesign.com; Sawyer, Susan Cc: Hill, Dana (DEP) Subject: X251951 - 85 Boston St, North Andover Attached please find a PDF of the approval letter being issued to Rob and Kelly Marie regarding the above -referenced application. The original will be sent out via US Mail to Mr. and Mrs. Marie. Please note that hard copies are not being mailed out to anyone else: MassDEP is trying to go "greener" in this regard so you will be seeing this more often on applications with which I am involved. If you have any questions, please let me know. Thanks! Claire ************************ Claire A. Golden, EEIV Wastewater Management Program MassDEP/BRP/NERD 205 B Lowell St Wilmington, MA 01887 978-694-3244 978-694-3498 (fax) claire.golden@state.ma.us Please note the Massachusetts Secretary of State's office has determined that most emails to and from municipal offices and officials are public records. For more information please refer to: http://www.sec.state.ma.us/pre/preidx.htm. Please consider the environment before printing this email. n Commonwealth of Massachusetts Executive Office of Energy & Environmental Affairs Department of Environmental Protection Northeast Regional Office • 205B (Lowell Street, Wilmington MA 01 887 - 978.694-3200 D`VAL L PATRICK RICHAnD K. SULt.IVAN JR. Governor Secretary TIMOTHY P. MURRAY KENNETH L. KIMMELL Lioutanam Governor commissioner July 24, 2012 Robert F. and Kelly K. Marie 85 Boston Street North Andover, Massachusetts 01845 RE: Approval of Alternative Technology for Remedial Use (BRPWP64c) 85 Boston Street. North Andover (17 -Ipswich) MassDEP Transmittal No. X251951 Dear Mr. and Mrs. Kelly: The Northeast Regional Office of the Department of Environmental Protection ("MassDEP") has received and reviewed your application for approval of an alternative technology pursuant to 310 CMR 15.000 with the above transmittal number. This application is for an upgrade to an existing four-bedroom dwelling with no increase hi design flow. A start date of July 17, 2012 was established for this application. The application contained written notification, dated July 13, 2012, stating that the North Andover Board of Health had, on June 28, 2012, approved the proposed system that incorporates the use of a Presby Enviro Septic@ system. As part of MassDEP's Remedial Use approval of the Enviro Septic® system, the designer is permitted to reduce the size of the required soil absorption system (the "SAS") up to 40 percent. This is the only reduction permitted in full accordance with the Remedial Use Approval of this technology. The designer has proposed providing 69 percent of the required SAS area. However, the designer has proposed a two -foot reduction to groundwater. This additional reduction exceeds what is permitted by the Enviro Septic© system's Remedial Use Approval and results in this application's classification as a BRPWP64c. This Information Is available In alternate format. Call Michelle Waters-Ekanem, Diversity Director, at 617.2925751. TDDN 1-888.539-7622 or 1.817.574.6868 MassDEP Website: %-NAv.mass.govldep Printed on Recycled Paper Accompanying the application were plans consisting of one (1) sheet, titled as follows: Title: Replacement Sewage Disposal System Location: 85 Boston Street, North Andover Applicants: Robert F. Marie, Jr. and Kelly Marie Designer: David R. Jordan, P.E. (Civil) No. 34732 Original Date/Last Revision: June 13, 2012/June 26, 2012 The use of an Enviro Septic® system is proposed and is a significant improvement over the existing failed system. This technology will provide enhanced treatment of the effluent prior to discharge. The effluent's strength will be reduced below that of standard septic tank effluent. MassDEP has considered all circumstances of this application including the extensive wetlands on the property and the shallow depth to groundwater. Given the enhanced treatment, MassDEP has concluded that the proposed system will provide a level of environmental protection equivalent to that of a conventional Title 5 system constructed in accordance with the Code. As part of its approval of this system, MassDEP will require that the following conditions shall be complied with or this approval shall be rendered null and void: • Prior to construction the owners' contractor must obtain a Disposal System Construction Permit from the North Andover Board of Health. The pump chamber as currently designed does not provide sufficient emergency storage capacity above the working level, where working level is defined as the pump on elevation to the high level alarm [3 10 CMR. 15.002, Working Level]. Sufficient storage would appear to be provided if the high level float is lowered by 0.2 feet. The designer and contractor should coordinate with the North Andover Board of Health and/or its representative to facilitate this change. • The septic system shall be abandoned and the building connected to municipal sewer within sixty (60) days of a sewer system becoming available. • The owner shall abide with all requirements of MassDEP's most recent Remedial Use Approval of the Presby Enviro Septic& • The septic system is not designed to accommodate a garbage disposal. As such, a garbage disposal shall neither be used nor installed at this dwelling. In addition, the designer should note that applications submitted to MassDEP for the purposes of obtaining any wastewater program permit or approval must be signed by the applicant of record, not the designer, unless the applicant signs an authorization permitting another to sign on his/her behalf. If you have any questions, please contact me directly at (978) 694-3244. Sincerely, Claire A. Golden Environmental Engineer IV Wastewater Permitting Program Bureau of Resource Protection CAG/cag \2012\a1ternativesb;25195 I app -presby cc: Susan Sawyer, RS, North Andover Health Director (via a -mail) David R. Jordan, PE, MHF Design Consultants, Inc., 44 Stiles Rd, Salem, NH 03079 MassDEP/BRP/Wastewater Management Program/ I -A Program (via e-mail) North Andover Health Department Community Development Division July 13, 2012 Robert F. Marie, Jr. & Kelly K. Marie 85 Boston Street North Andover, MA 01845 Re: Two foot reduction to ground water - Subsurface Sewage Disposal System (SSDS) Plan for 85 Boston Street (Map 107B, Lot 82) Dear Mr. & Mrs. Marie: This correspondence is in regards to the request submitted to the North Andover Board of Health on your behalf, by David Johnson of MHF Design Consultants Inc. to approve a site-specific proposal pursuant to 310 CMR 15.284 (remedial use). At a regularly scheduled meeting, held on June 28, 2012, Mr. Johnson presented details of the subsurface disposal system repair proposed at 85 Boston Street, North Andover. The engineer's opinion was that the proposed reduction to the separation to groundwater will allow the best feasible upgrade on this lot in order to maintain a useable, attractive front yard without impacting the public health, safety, and welfare of the environment. Discussion noted that a full review of the plan has been completed by the Health Department and that in all other aspects than the request, this proposed plan appears in compliance to the local and state SSDS regulations. After hearing the details; the North Andover Board of Health took the following action: A motion was made by Mr. Fixler Allowing the applicant, Approval for Remedial Use of a Septic System at 85 Boston Street for 2 feet in depth to groundwater required by 310 CMR 15.212. The motion was seconded by Mr. Pease. All were in favor. This approval shall accompany your application to the Massachusetts Department of Environmental Protection. Complete approval of the plan can only be executed after proof of a positive decision from the DEP has been provided to the Health Department. Page 1 of 2 North Andover Health Department, 1600 Osgood Street, Building 20, Suite 2-36, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 Please feel free to contact the office with any questions you may have. We look forward to working with you to obtain a wastewater treatment and dispersal system which will be in compliance with all regulations and assure protection of public health and the environment of North Andover. Sincerely, f S san Y. Sa er, RE , /RS Public Health Director cc: David Jordan, PE, LLS MHF Design Consultants 44 Stiles Road, Suite One Salem, N.H. 03079 File Page 2 of 2 North Andover Health Department, 1600 Osgood Street, Building 20, Suite 2-36, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 '"DelleChiaie, Pamela From: Sawyer, Susan Sent: Monday, June 25, 2012 10:58 AM To: 'David R Jordan' Cc: DelleChiaie, Pamela Subject: FW: Attachments: 20120625102234975.pdf Hello David, Please find the attached review of your submission for 85 Boston Street. Please submit a revised plan with changes or rebuttal as needed. You are scheduled to be on the BOH meeting this Thursday. It would be best if you could submit the changes ahead of time, so I can report to the board that all criteria, other than the variance approval has been addressed. Thank you Susan Susan Sawyer Public Health Director Town of North Andover 1600 Osgood Street Bldg. 20, Unit 2-36 North Andover, MA 01845 Phone 978.688.9540 Fax 978.688.8476 Email mailto:ssawyer@townofnorthandover.com Web www.TownofNorthAndover.com -----Original Message ----- From: noreply@townofnorthandover.com Finailto:noreply@townofnorthandover.coml Sent: Monday, June 25, 201210:23 AM To: Sawyer, Susan Subject: This E-mail was sent from "RNPOA428C" (Aficio MP C5000). Scan Date: 06.25.201210:22:34 (0400) Queries to: noreply@townofnorthandover.com Please note the Massachusetts Secretary of State's office has determined that most emails to and from municipal offices and officials are public records. For more information please refer to: http://www.sec.state.ma.us/pre/preidx.htm. Please consider the environment before printing this email. •1 North Andover Health Department (ommunity Development Division June 25, 2012 David Jordan, PE, LLS MHF Design Consultants 44 Stiles Road, Suite One Salem, N.H. 03079 Re: Subsurface Sewage Disposal System Plan for 85 Boston Street (Map I07B, Lot 82) Dear Mr, Jordan: The proposed wastewater system design plan for the above site dated June 13, 2012 has been reviewed. Unfortunately, the plan cannot be approved until the following items are corrected. The specific section in Title 5: 310 CMR 15.000, or North Andover regulation that is not met by this design follows each item where applicable. 1. Please include a complete scaled profile, NA 3.2 2. Please show all abutter's NA 3.2 3. Please show all legal boundaries 15.220(4)(a) 4. It appears you intend to re -use the existing septic tank; please explain how you are going to test it for water tightness (i.e. visual, vacuum, etc.) 5. General note 8 tails for all piping to be sch 40, but the System Profile calls to use SDR 35 and SDR 21, please revise Profile 6. Please note the minimum and maximum cover allowed over any portion of the system is 9" and 36" respectively 7. Please provide the following notes regarding the distribution box; a. Is to have a 6" sump b. All outlets at the same level c. Outlet pipes are level for the first 2' d. If soil beneath is non-native then it must be compacted e. Shall be water tight f. Shall be set on 6" of 1 %i" stone (compacted) Page 1 of 2 North Andover Health Department, 1600 Osgood Street, Building 20, Suite 2-36, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 g. Shall have riser to within 6" of final grade if greater than 9" of cover r- 8. In the "Schematic Pump Station Details; a. The specification note d calls for 5 doses per day, but note a lists 4 doses per day; please clarify b. Calls for the force main to slope towards the leaching field, but the "System Profile" calls for the force main to drain back; please clarify and if it is meant to drain back, please provide a note for a weep hole 9. Please note the pump and alarm are to be on separate circuits 15.213(9) 10. Please provide an effluent filter in the septic tank 15.231(10) and; a. Note it is to be cleaned and maintained annually b. Specify additional vent from the pump chamber to the septic tank (As seen in the "Optional Configuration" section of the "By -Pass Venting" detail c. Note and depict the septic tank outlet is to have a riser and cover to grade over the filter 15.227(7) 11. Please provide buoyancy calculations for the septic tank and pump chamber 15.221(8) 12. Please either request a Local Upgrade Approval for having the tank piping less than 12" above the ESHGW or move the tanks up 15.227(5) 13, Please note the septic tank, pump chamber and d -box are to be water tight 14. Please dimension or note the water line is to be no less than 10' from any system component _, 15. Please provide a "Draft" Deed Disclosure notice so all parties are awareit �ill lbe required to be recorded on the deed prior to a Certificate of Cmm�tiance can be issued as noted in approval letter section IV (4) Please feel free to contact the office with any questions you may have. We look forward to working with you to obtain a wastewater treatment and dispersal system which will be in compliance with all regulations and assure protection of public health and the environment of North Andover. Sincer y, san Y. Saw/REI-IS Public Health Director cc: File Home owner Page 2 of 2 North Andover Health Department, 1600 Osgood Street, Building 20, Suite 2-36, North Andover, MA 01845 Plhone: 978.688.9540 Fax: 978.688,8476 A North Andover Health Department (ommunity Development Division June 25, 2012 David Jordan, PE, LLS MHF Design Consultants 44 Stiles Road, Suite One Salem, N.H. 03079 Re: Subsurface Sewage Disposal System Plan for 85 Boston Street (Map 107B, Lot 82) Dear Mr. Jordan: The proposed wastewater system design plan for th reviewed. Unfortunately, the plan cannot be appro, The specific section in Title 5: 310 CMR 15.000, of - this design follows each item where applicable. e,� t/ 1. Please include a complete scaled profile, NJ l 2. Please show all abutter's NA 3.2 3. Please show all legal boundaries 15.220(4)(; 4. It appears you intend to re -use the existing s to test it for water tightness (i.e. visual, vacs 5. General note 8 calls for all piping to be sch 35 and SDR 21, please revise Profile 6. Please note the minimum and maximum cot 9" and 36" respectively 7. Please provide the following notes regarding the distribution box; a. Is to have a 6" sump b. All outlets at the same level c. Outlet pipes are level for the first 2' d. If soil beneath is non-native then it must be compacted e. Shall be water tight f. Shall be set on 6" of 1 %2" stone (compacted) Page 1 of 2 North Andover Health Department, 1600 Osgood Street, Building 20, Suite 2-36, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 North Andover Health Department (ommunity Development Division June 25, 2012 David Jordan, PE, LLS MHF Design Consultants 44 Stiles Road, Suite One Salem, N.H. 03079 Re: Subsurface Sewage Disposal System Plan for 85 Boston Street (Map 107B, Lot 82) Dear Mr. Jordan: The proposed wastewater system design plan for the above site dated June 13, 2012 has been reviewed. Unfortunately, the plan cannot be approved until the following items are corrected. The specific section in Title 5: 310 CMR 15.000, or North Andover regulation that is not met by this design follows each item where applicable. 1. Please include a complete scaled profile, NA 3.2 2. Please show all abutter's NA 3.2 3. Please show all legal boundaries 15.220(4)(a) 4. It appears you intend to re -use the existing septic tank; please explain how you are going to test it for water tightness (i.e. visual, vacuum, etc.) 5. General note 8 calls for all piping to be sch 40, but the System Profile calls to use SDR 35 and SDR 21, please revise Profile 6. Please note the minimum and maximum cover allowed over any portion of the system is 9" and 36" respectively 7. Please provide the following notes regarding the distribution box; a. Is to have a 6" sump b. All outlets at the same level c. Outlet pipes are level for the first 2' d. If soil beneath is non-native then it must be compacted e. Shall be water tight f. Shall be set on 6" of 1 '/2" stone (compacted) Page 1 of 2 North Andover Health Department, 1600 Osgood Street, Building 20, Suite 2-36, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 g. Shall have riser to within 6" of final grade if greater than 9" of cover 8. In the "Schematic Pump Station Details; a. The specification note d calls for 5 doses per day, but note e lists 4 doses per day; please clarify b. Calls for the force main to slope towards the leaching field, but the "System Profile" calls for the force main to drain back; please clarify and if it is meant to drain back, please provide a note for a weep hole 9. Please note the pump and alarm are to be on separate circuits 15.213(9) 10. Please provide an effluent filter in the septic tank 15.231(10) and; a. Note it is to be cleaned and maintained annually b. Specify additional vent from the pump chamber to the septic tank (As seen in the "Optional Configuration" section of the `By -Pass Venting" detail c. Note and depict the septic tank outlet is to have a riser and cover to grade over the filter 15.227(7) 11. Please provide buoyancy calculations for the septic tank and pump chamber 15.221(8) 12. Please either request a Local Upgrade Approval for having the tank piping less than 12" above the ESHGW or move the tanks up 15.227(5) 13. Please note the septic tank, pump chamber and d -box are to be water tight 14. Please dimension or note the water line is to be no less than 10' from any system component 15. Please provide a "Draft" Deed Disclosure notice so all parties are aware it will be required to be recorded on the deed prior to a Certificate of Compliance can be issued as noted in approval letter section IV (4) Please feel free to contact the office with any questions you may have. We look forward to working with you to obtain a wastewater treatment and dispersal system which will be in compliance with all regulations and assure protection of public health and the environment of North Andover. YSan y, .. Sawyer, REH /RS Public Health Director cc: File Home owner Page 2 of 2 North Andover Health Department, 1600 Osgood Street, Building 20, Suite 2-36, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 North Andover Health Department Community Development Division June 25, 2012 David Jordan, PE, LLS MHF Design Consultants 44 Stiles Road, Suite One Salem, N.H. 03079 Re: Subsurface Sewage Disposal System Plan for 85 Boston Street (Map 107B, Lot 82) Dear Mr. Jordan: The proposed wastewater system design plan for the above site dated June 13, 2012 has been reviewed. Unfortunately, the plan cannot be approved until the following items are corrected. The specific section in Title 5: 310 CMR 15.000, or North Andover regulation that is not met by this design follows each item where applicable. 1. Please include a complete scaled profile, NA 3.2 2. Please show all abutter's NA 3.2 3. Please show all legal boundaries 15.220(4)(a) 4. It appears you intend to re -use the existing septic tank; please explain how you are going to test it for water tightness (i.e. visual, vacuum, etc.) 5. General note 8 calls for all piping to be sch 40, but the System Profile calls to use SDR 35 and SDR 21, please revise Profile 6. Please note the minimum and maximum cover allowed over any portion of the system is 9" and 36" respectively 7. Please provide the following notes regarding the distribution box; a. Is to have a 6" sump b. All outlets at the same level c. Outlet pipes are level for the first 2' d. If soil beneath is non-native then it must be compacted e. Shall be water tight f. Shall be set on 6" of 1 %2" stone (compacted) Page 1 of 2 North Andover Health Department, 1600 Osgood Street, Building 20, Suite 2-36, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 g. Shall have riser to within 6" of final grade if greater than 9" of cover 8. In the "Schematic Pump Station Details; a. The specification note d calls for 5 doses per day, but note e lists 4 doses per day; please clarify b. Calls for the force main to slope towards the leaching field, but the "System Profile" calls for the force main to drain back; please clarify and if it is meant to drain back, please provide a note for a weep hole 9. Please note the pump and alarm are to be on separate circuits 15.213(9) 10. Please provide an effluent filter in the septic tank 15.231(10) and; a. Note it is to be cleaned and maintained annually b. Specify additional vent from the pump chamber to the septic tank (As seen in the "Optional Configuration" section of the `By -Pass Venting" detail c. Note and depict the septic tank outlet is to have a riser and cover to grade over the filter 15.227(7) 11. Please provide buoyancy calculations for the septic tank and pump chamber 15.221(8) 12. Please either request a Local Upgrade Approval for having the tank piping less than 12" above the ESHGW or move the tanks up 15.227(5) 13. Please note the septic tank, pump chamber and d -box are to be water tight 14. Please dimension or note the water line is to be no less than 10' from any system component 15. Please provide a "Draft" Deed Disclosure notice so all parties are aware it will be required to be recorded on the deed prior to a Certificate of Compliance can be issued as noted in approval letter section IV (4) Please feel free to contact the office with any questions you may have. We look forward to working with you to obtain a wastewater treatment and dispersal system which will be in compliance with all regulations and assure protection of public health and the environment of North Andover. Sincer . y, San Y. Sawyer, REH /RS Public Health Director cc: File Home owner Page 2 of 2 North Andover Health Department, 1600 Osgood Street, Building 20, Suite 2-36, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 i 44 Stiles Road • Suite One • Salem, New Hampshire 03079 TEL (603) 893-0720 • FAX (603) 893-0733 MHF Design Consultants, Inc. www.mhfdesign.com June 22, 2012 P� JUN 25 NQ North Andover Health Department TOWN OF NORTHANDO;ER NI 1600 Osgood Street _ HEALTH DEPARTMENT North Andover, MA 01845 > .� Re: Replacement Sewage Disposal System Plan JON L. 85 Boston Street ��HEALTH DEPArff, ,� +' Rob & Kelly Marie - To the North Andover Board of Health, MHF Design Consultants, Inc. (MHF), on behalf of our client, Rob & Kelly Marie, hereby request to appear before the North Andover Board of Health at their June 28, 2012 meeting. The purpose of this request is to present plans for a replacement septic system at 85 Boston Street, which requires a variance to the Town of North Andover Board of Health "Minimum Requirements for the Design, Construction and Maintenance of Onsite Wastewater Treatment and Disposal Systems". I thank you in advance for your consideration of this request. If you have any questions or need additional information, please free to contact me at 893-0720 extension 40. Sincerely, MHF Design Consultant nc. David R. Jordan, P.E., P.L.S., LEED AP Senior Project Manager Cc: Rob & Kelly Marie F:\Projects\Eng\311112\BOH Meeting Request.doc ENGINEERS 0 PLANNERS 0 SURVEYORS ,r North Andover Health Department Community Development Division November 17, 2011 Jessica M. Prince, Esq. Dalton & Finegold, LLP 34 Essex Street Andover, MA 01810 Re: 85 Boston Road Dear Attorney Prince, This letter is in regards the matter of the sale of the property listed above currently belonging to Robert and Kelly Marie, and the improper request of a waiver from the local Board of Health. Be advised that a waiver from the Board of Health is only necessary when the owner requests not to have an inspection conducted prior to sale. In this case, it has been confirmed that on October 29, 2011 a Title V subsurface disposal system inspection was conducted at 85 Boston Street. This inspection was conducted by a licensed inspector and submitted to the Health Department. This document should be presented at the closing. It fully meets the requirements of the State Code, for actions prior to a sale, as noted in the section of the code referenced below. The actual outcome of any inspection; whether pass or fail is not relevant in the closing of the property to the Health Department. The property owner has up to two years to repair the system or tie into municipal sewer. Any other financial or contractual issues are relevant only to the institution providing the mortgage or the legal counsel. If the system is not repaired or tied in to sewer within two years, the owner at that time will be in violation of the state Environmental code and follow-up action will be taken. Any persons purchasing a property with a "failed" system should be aware that they will be the responsible party at the time the two years is up. The MA DEP Regulations require the following. (1) Inspection at Time of Transfer. Except as provided in 310 CMR 15.301(2), 15.301(3), and 15.301(4), a system shall be inspected at or within two years prior to the time of transfer of title to the facility served by the system. An inspection conducted up to three years before the time of transfer may be used if the inspection report is accompanied by system pumping records demonstrating that the system has been pumped at least once a year during that time. If weather 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fox 978.688.8476 Web www.townofnorthandover.com y-' conditions preclude inspection at the time of transfer, the inspection may be completed as soon as weather permits, but in no event later than six months after the transfer, provided that the seller notifies the buyer in writing of the requirements of 310 CMR 15.300 through 15.305. A copy of the complete inspection report shall be submitted to the buyer or other person acquiring title to the facility served by the system. To reiterate, the owners have fully complied with State Title V inspection requirements. Any other arrangements are solely at the discretion of the lending institution or within agreements between the parties. I hope this explanation clears up the issue of whether a waiver is needed in this case. Thank,y u, S"t'san Sawy , RS. REH Health Director Cc: Rob and Kelly Marie, 85 Boston Road 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com TOWN OF NORTH ANDOVER Office of COMMUNITY DEVELOPMENT AND SERVICES �? •' ° HEALTH DEPARTMENT 4 . 1600 OSGOOD STREET; BUILDING 20; SUITE 2-36 .- NORTH ANDOVER, MASSACHUSETTS 01845 ''ss;�C,„�S Susan Y. Sawyer, RENS, RS 978.688.9540 — Phone Public Health Director 978.688.8476 — FAX healthde t atownofnorthandover.com www.townofnorthandover.com APPLICATION FOR SOIL TESTS DATE: April 25, 2012 MAP & PARCEL: 107B - 82 LOCATION OF SOIL TESTS: 85 Boston Street OWNER: Robert & Kelly Marie contact #: 978-390-6696 APPLICANT: Robert & Kelly Marie contact #: 978-390-6696 ADDRESS: 85 Boston Street, North Andover, MA 01845 ENGINEER: Contact Design Consultants contact#: 603-893-0720 CERTIFIED SOIL EVALUATOR: Diane Pantermoller Intended Use of Land: Residential Subdivision Single Family Home Commercial Is This: Repair Testing Undeveloped Lot Testing Upgrade for Addition: In the Lake Cochichewick Watershed? Yes No I V( THE FOLLOWING MUST BE INCLUDED WITH THIS FORM ➢ Proof of land ownership (Tax bill, or letter from owner permitting test) ➢ 8.5"x 11 "Plot plan & Location of Testing (please indicate test nit sites on the plan) ➢ Fee of $425.00 per lot for new construction. This covers the minimum two deep holes and two percolation tests required for each disposal area. Fee of $360.00 per lot for repairs or upgrades. GENERAL INFORMATION ➢ Only Certified Soil Evaluators may perform deep hole inspections. ➢ Only Mass. Registered Sanitarians and Professional Engineers can design septic plans. ➢ At least two deep holes and two percolation tests are required for each septic system disposal area. ➢ Repairs require at least two deep holes and at least one percolation test, at the discretion of the BOH representative. ➢ Full payment will be required for all additional tests within two weeks of testing. ➢ Within 45 days of testing, a scaled plan (no smaller than 1"-100') shall be submitted to the Board of Health showing the location of all tests (including aborted tests). ➢ Within 60 days of testing soil evaluation forms shall be submitted. Please Do Not Write Below This Line N.A. Conservation Commission Approval Date. 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O in r m X45 2= w �Y EEO CC Fp-mli=WmYW mca o 1+ v m O NJm UU =Oe - Z E rn F=0aim U = z, � T 5, ai�o� 0 aa IU) U W m� 0X Np a):�d Y 0)U)ww2LL =LLLLU U) O N c0 a , t . -DelleChiaie, Pamela From: David R Jordan [drj@mhfdesign.com] Sent: Thursday, May 03, 2012 2:34 PM To: DelleChiaie, Pamela Subject: Test Pit Application, 85 Boston Street Attachments: doc00836120120503133000.pdf Hi Pamela, Attached are two plans, one showing a portion if the 6.35 acre lot and the other showing where the test pits are proposed. Sorry for not having these earlier. Please let me know if you need anything else. Best regards, David David R. Jordan, PE, LLS, LEED AP Senior Project Manager MHF Design Consultants, Inc. 44 Stiles Road, Suite 1 Salem, NH 03079 (P) 603-893-0720 x40 (F) 603-893-0733 dri@mhfdesign.com www.mhfdesign.com Please note the Massachusetts Secretary of State's office has determined that most emails to and from municipal offices and officials are public records. For more information please refer to: http://www.sec.state.ma.us/ore/preidx.htm. Please consider the environment before printing this email. IULt MNCIA I JOHNSON WILLIAM liaeq NOUDE / RnCTnk, cT-_ 0 9 .202 O tU S—t'�7 EJ _ + 1204x4 26 97.60' WOOD FENCE1 (r J SEAPAGE / PITS / / EXIST. / BIT. I Ok CONC. _2 DRIVE 204x5 p tT I 204 2 VvI (— APPROX. SEPTIC 2a 4x8 TANK LIJ OCA N/F O JOHNSTON I o STONE DRI VE N_ N/F co M AN TYLA �I I 206:3 I 204x9 20 I 1 204 5 1 N 1 I MT I 2 I I I I SSG 203x6 8" Cl W� 6" Cl W - 203x0 . T.F.-206.26 / — I 2 p4 n'_ 203 2E5 STORY / 4 #85 / LOT 1 \ 66.35 AC.) s I � PORCH S North Andover MIMAP 85 Boston Street May 3, 2012 •;==,alai ';ala-:•.:_:'•; °_:_::_: � _ 4% .. Valu ::::=-,� •,�,.. flu..::::-' „� 4%00 �" ♦ /� 114 :..:_. do rte' J*` J* . ` ' •.:._ /. _'•_: ,ala .::; :,�.: ,, ::::::= ,�<::.._.. East. as Circle � .>a(u :::-:...{{��_.:: �u::':"a., -._. ••,_:,ate �::",�: - ....._ re - , - °_:: a _ - --_ Stu-::_._. ; "- �` .:_:_. •; :-:-_ �alcr ' : ...... ,at,, : Valu 'lir:::._`. •._.. '?;:: ,ala :: ` Valu _. � • � •a., ..:mik ....:. � - .. • <, ,ata . ,t, alr' •- tl,. •:'°::::: = - .:_:_. Stet I, - .... .:. AJ . mw- .:_:_.._. ' J — Rail Une Interstates — Interstate Horizontal Datum: MA State lane Coordinate S stem, Datum NAD83, P Y — Major Roads Meters Data Sources: The data for this map was produced by Merrimack Valley Planning Commission (MVPC) using data provided by the Town of RoadsNORTH r Easements ? �� qq �0 North Andover. Additional data provided by the Executive Office of Environmental Atfairs/MassGIS. The information depicted on this map is MVPC Boundary ❑ Municipal Boundary O R I,p i MOM for planning purposes only. It may not be adequate for legal boundary definition orregulatory interpretation. THE TOWN NORTH ANDOVER MAKES NOOWARRANTIES, EXPRESSED OR IMPLIED, CONCERNING - Trails # • • i ^ # THE ACCURACY, COMPLETENESS, RELIABILITY, OR SUITABILITY OF THESE DATA. THE TOWN OF NORTH ANDOVER DOES NOT ❑ Parcels # o • ASSUME ANY LIABILITY ASSOCIATED WITH THE USE OR MISUSE OF Hydrographic Features �,SSACMUSEt THIS INFORMATION Streams Wetlands Exempt Lands 1" = 426 ft "�° DelleChiaie, Pamela From: Gaffney, Heidi Sent: Friday, May 04, 2012 10:20 AM To: Sawyer, Susan; DelleChiaie, Pamela; Hughes, Jennifer Cc: 'rob.marie@ymail.com'; 'jabrem@comcast.net' Subject: RE: Hope we can catch up tomorrow I will be on Boston Street on Tuesday, so I will stop at 85 Boston to check for wetlands distance to the proposed test pits. The property is not within the Watershed Protection District for Lake Cochichewick, as confirmed with the Planning Department. Heidi Gaffney Conservation Field Inspector Town of North Andover 1600 Osgood Street, Suite 2-36 North Andover, MA 01845 Phone 978-688-9530 Fax 978-688-9542 Email heaffnev(@townofnorthandover.com Web www.TownofNorthAndover.com From: Sawyer, Susan Sent: Friday, May 04, 2012 9:00 AM To: DelleChiaie, Pamela; Hughes, Jennifer; Gaffney, Heidi Subject: FW: Hope we can catch up tomorrow FYI, this originally was going to be a sewer connection last fall as there was a buyer. That has changed and now they think they want septic. I have had a lot of conversations with him. I am sure you all will as well. See below his last email to me. Susan From: Rob Marie [mailto:rob. marieftmail.coml Sent: Tuesday, April 03, 2012 10:46 AM To: Sawyer, Susan Subject: Fw: Hope we can catch up tomorrow Hi Susan, Hope you're well this week .... I am getting ready to get a soil test permit and the engineer had a few questions. On number 1,1 have to get down to the town office and pick up a copy of the plot plan to confirm that. On humbdr 2, I wouldn't think that applies, but do I check with Conservation? On number 3, there are no visible wetlands within 100 feet, but the plot plan will be definitive there. I'll be dropping off a check with the engineer for the $360 this week. Question number 2 is the one I could used some direction on. Thanks, Rob ----- Forwarded Message ----- From: Jeff Brem <jabrem(cDcomcast.net> To: 'Rob Marie' <rob.marie(c�ymail.com> Cc: 'Kurt' <kdm _meisnerbrem.com> Sent: Monday, April 2, 2012 1:09 PM Subject: RE: Hope we can catch up tomorrow Rob The process for a septic repair begins with soil testing which begins with an application filing to Board of Health. I can probably find this out readily enough but if you have this information it will make it even easier. 1. Do you know Map and Parcel Number of the lot? 2. Is the lot in the Lake Cochichewick Watershed? That is important. If you don't know then I could find out. 3. Are there any wetlands within 100 feet of any part of the existing or proposed septic system components? I think you said no to this. They will be checking with Town Conservation Commission agent so if you have any question on this, please let me know. 4. 1 will need a check for $360.00 for "repairs and upgrades" payable to Town of North Andover. You can mail this to me. Once I get above I will send to Town. Jeffrey A. Brem, P.E. Meisner Brem Corporation 142 Littleton Road, Suite 16 Westford, MA 01886 Tel: (978) 692-1313 Cell: (978) 479-2572 Fax: (978) 692-0303 iabrem _meisnerbrem.com MEISNER BIFEM CORPORATION 142 UTTLETON ROAD. &.TE 1F,. YESTFORO. RIA, 0188b (978) 692-1313 161 WAIN STR£E1, SAJIM, *,H. 03074 (603) 893-3301 Notice: The information contained in this email is intended only for the individual(s) addressed above. This information may be confidential for the benefit of the recipient only. If you are not the intended recipient, you are hereby notified that any use, disclosure, or copying of the email is strictly and expressly prohibited. From: Rob Marie fmailto:rob. marieCo)ymail.comj Sent: Wednesday, March 28, 2012 10:38 PM To: Jeffrey Brem; Jeff Brem Subject: Hope we can catch up tomorrow • v Hi Jeff, I have spoken with an independent inspector who has given me some info which points to a repair/replacement action plan. He said that the gravity slope to the leach fields could alone explain why the main tank cleanout showed no backup from the leach fields, with pump -outs a year or less apart. He did say that a new inspection could supplant the original report, but the state might have to be convinced of exceptional circumstances. Given the 1988 original system and those points, I feel we could waste money and time on a new inspection and should proceed with soil testing and any other preregs to considering different options. I'll try to call tomorrow to get some info on how I start the soil testing, etc. Thanks, Rob Marie Please note the Massachusetts Secretary of State's office has determined that most emails to and from municipal offices and officials are public records. For more information please refer to: http://www.sec.state.ma.us/pre/l)reidx.htm. Please consider the environment before printing this email. -DelleChiaie, Pamela From: Sawyer, Susan Sent: Friday, May 04, 2012 9:00 AM To: DelleChiaie, Pamela; Hughes, Jennifer; Gaffney, Heidi Subject: FW: Hope we can catch up tomorrow Attachments: image001.png FYI, this originally was going to be a sewer connection last fall as there was a buyer. That h s changed and now they think they want septic. I have had a lot of conversations with him. I am sure you all will as well. See below his last email to me. Susan From: Rob Marie [mailto:rob.marie@)ymail.com] Sent: Tuesday, April 03, 2012 10:46 AM To: Sawyer, Susan Subject: Fw: Hope we can catch up tomorrow Hi Susan, Hope you're well this week .... I am getting ready to get a soil test permit and the engineer had a few questions. On number 1, I have to get down to the town office and pick up a copy of the plot plan to confirm that. On number 2, I wouldn't think that applies, but do I check with Conservation? On number 3, there are no visible wetlands within 100 feet, but the plot plan will be definitive there. I'll be dropping off a check with the engineer for the $360 this week. Question number 2 is the one I could used some direction on. Thanks, Rob ----- Forwarded Message ----- From: Jeff Brem <iabrem _comcast.net> To: 'Rob Marie' <rob.marie(a)ymail.com> Cc: 'Kurt' <kdm meisnerbrem.com> Sent: Monday, April 2, 2012 1:09 PM Subject: RE: Hope we can catch up tomorrow Rob The process for a septic repair begins with soil testing which begins with an application filing to Board of Health. I can probably find this out readily enough but if you have this information it will make it even easier. 1. Do you know Map and Parcel Number of the lot? 2. Is the lot in the Lake Cochichewick Watershed? That is important. If you don't know then I could find out. 3. Are there any wetlands within 100 feet of any part of the existing or proposed septic system components? I think you said no to this. They will be checking with Town Conservation Commission agent so if you have any question on this, please let me know. 4. 1 will need a check for $360.00 for "repairs and upgrades" payable to Town of North Andover. You can mail this to me. Once I get above I will send to Town. A "Jeffrey A. Brem, P.E. Meisner Brem Corporation 142 Littleton Road, Suite 16 Westford, MA 01886 Tel: (978) 692-1313 Cell: (978) 479-2572 Fax: (978) 692-0303 iabrem(cDmeisnerbrem.com MEISNER BREM CORPORATION 42 UTUTON ROAD. S�:IE 16, wESTFOPO. MA, 0IM6 (978) W-1313 151 MAIN SMEEI, Sr«t m, .v -i. 0JO79 (r.103) 893-3301 Notice: The information contained in this email is intended only for the individual(s) addressed above. This information may be confidential for the benefit of the recipient only. If you are not the intended recipient, you are hereby notified that any use, disclosure, or copying of the email is strictly and expressly prohibited. From: Rob Marie jmailto:rob. marie(o_ymail.com] Sent: Wednesday, March 28, 2012 10:38 PM To: Jeffrey Brem; Jeff Brem Subject: Hope we can catch up tomorrow Hi Jeff, I have spoken with an independent inspector who has given me some info which points to a repair/replacement action plan. He said that the gravity slope to the leach fields could alone explain why the main tank cleanout showed no backup from the leach fields, with pump -outs a year or less apart. He did say that a new inspection could supplant the original report, but the state might have to be convinced of exceptional circumstances. Given the 1988 original system and those points, I feel we could waste money and time on a new inspection and should proceed with soil testing and any other prereqs to considering different options. I'll try to call tomorrow to get some info on how I start the soil testing, etc. Thanks, Rob Marie Please note the Massachusetts Secretary of State's office has determined that most emails to and from municipal offices and officials are public records. For more information please refer to: http://www.sec.state.ma.us/ore/preidx.htm. Please consider the environment before printing this email. Owner information is required for every page. Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. .-anwealth of Massachusetts . Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 85 Boston St Property: Address Rob Marie Owner's Name North Andover city/Town MA 01845 State Zip Code 10/29/11 Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. A. General Information 1. Inspector: James Wright Name of Inspector Aspen Environmental Services LLC Company Name 270 Lawrence St Methuen CityfFown 978-681-5023 Telephone Number B. Certification RECEIVED MA State 2035 License Number 11 loll OF NORTH ANDOVER 01844 Zip Code I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5 (310 CMR 15.000). The system: ❑ Passes ❑ Conditionally Passes Fails Further Evaluation by the Local Approving Authority Whsp�ctorrs Signature Date The system inspecto-r shall submit a copy of this inspection, report to the Approving Authority (Board of Health or DEP) within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****This 'report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. t5ins • 09/08 Title 5 Official Inspection Form: Sobsurface Sewage Disposal System • Page 1 of 17 JV DelleChiaie, Pamela From: Randy Burley[rburley@millriverconsulting.com] Sent: Monday, May 21, 2012 12:44 PM To: 'Daniel Ottenheimer'; Grant, Michele; 'Isaac Rowe'; 'Marianne Peters'; DelleChiaie, Pamela; Sawyer, Susan Subject: 85 Boston St Attachments: 85 Boston St soils.PDF Attached are the soil logs from this morning. Diane is a pleasure to work with and is a competent soil evaluator. Randy Burley Project Manager Mill River Consulting 6 Sargent Street Gloucester, MA 01930 Ph 978-282-0014 Fx 978-282-1318 www.millriverconsultiniz.com rburleygmillriverconsulting com Please note the Massachusetts Secretary of State's office has determined that most emails to and from municipal offices and officials are public records. For more information please refer to: http://www.sec.state.ma.us/ore/preidx.htm. Please consider the environment before printing this email. � ,. _. +_ _• jv,�J\ � ___"' iii - 77 ` 'r • I I I S 17 1 I f f S Q' D; 1 - a j `I I o's Ml I I I S f f ,F,