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Home My WebLink About- Local Upgrade Approvals - 432 SALEM STREET 6/25/2021 Commonwealth of Massachusetts City/Town of NORTH ANDOVER Form 9A - Application for Local Upgrade Approval ,M DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with your local Board of Health to determine the form they use. Form 9A is to be submitted to the Local Board of Health for the upgrade of a failed or nonconforming septic system with a design flow of less than 10,000 gpd, where full compliance, as defined in 310 CMR 15.404(1), is not feasible. System upgrades that cannot be performed in accordance with 310 CMR 15.404 and 15.405, or in full compliance with the requirements of 310 CMR 15.000, require a variance pursuant to 310 CMR 15.410 through 15.415. NOTE: Local upgrade approval shall not be granted for an upgrade proposal that includes the addition of a new design flow to a cesspool or privy, or the addition of a new design flow above the existing approved capacity of an on-site system constructed in accordance with either the 1978 Code or 310Cc �6�p0. A. Facility Information Important: port filling ung out 1. Facility Name and Address: TCW 4of NOMHAN forms the ROBERT AND SHARON BROUSSARD iewv �� MEW computer, r,use only the tab key Name to move your 432 SALEM STREET cursor-do not use the return Street Address key. NORTH ANDOVER MA 01845 City/Town State Zip Code 2. Owner Name and Address (if different from above): Name Street Address City/Town State Zip Code Telephone Number 3. Type of Facility (check all that apply): M Residential ❑ Institutional ❑ Commercial ❑ School 4. Describe Facility: EX. 3 BEDROOM HOUSE (SINGLE FAMILY) 5. Type of Existing System: ❑ Privy ❑ Cesspool(s) ® Conventional ❑ Other(describe below): 6. Type of soil absorption system (trenches, chambers, leach field, pits, etc): LEACHING TRENCHES t5form9a.doc•rev.7106 Application for Local Upgrade Approval*Page 1 of 4 Commonwealth of Massachusetts City/Town of NORTH ANDOVER Form 9A - Application for Local Upgrade Approval DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with your local Board of Health to determine the form they use. A. Facility Information (continued) 7. Design Flow per 310 CMR 15.203: Design flow of existing system: 330 gpd Design flow of proposed upgraded system 330 gpd Design flow of facility: 330 gpd B. Proposed Upgrade of System 1. Proposed upgrade is (check one): ❑ Voluntary ❑ Required by order, letter, etc. (attach copy) UNKNOWN ® Required following inspection pursuant to 310 CMR 15.301: date of inspection 2. Describe the proposed upgrade to the system: NEW 1,500 GALLON CONC. SEPTIC TANK, NEW 1,000 GALLON CONC. PUMP CHAMBER, NEW H-20 CONC. D-BOX, AND NEW PIPE/STONE LEACHING TRENCHES 3. Local Upgrade Approval is requested for(check all that apply): • ❑ Reduction in setback(s)—describe reductions: ❑ Reduction in SAS area of up to 25%: SAS size,sq.ft. %reduction ® Reduction in separation between the SAS and high groundwater: Separation reduction 1 ft. Percolation rate 30 MPI....PER LAB REPORT min./inch Depth to groundwater 3 FT REQUESTED (4 FT CODE) ft. t5form9a.doc•rev.7/06 Application for Local Upgrade Approval*Page 2 of 4 Commonwealth of Massachusetts - City/Town of North Andover Form 9A — Application for Local Upgrade Approval DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with your local Board of Health to determine the form they use. B. Proposed Upgrade of System (continued) ❑ Relocation of water supply well (explain): ❑ Reduction of 12-inch separation between inlet and outlet tees and high groundwater ❑ Use of only one deep hole in proposed disposal area ® Use of a sieve analysis as a substitute for a perc test ❑ Other requirements of 310 CMR 15.000 that cannot be met—describe and specify sections of the Code: If the proposed upgrade involves a reduction in the required separation between the bottom of the soil absorption system and the high groundwater elevation, an Approved Soil Evaluator must determine the high groundwater elevation pursuant to 310 CM 5,405 1)(h)(1) he soil evaluator must be a member or agent of the local approving au t or" High groundwater evaluation determine y; John D. Sullivan III 5/11/21 Evaluator's Name(type or print) Si ature Date of evaluation C. Explanation Explain why full compliance, as defined in 310 CMR 15.404(1), is not feasible. (Each section must be completed) 1. An upgraded system in full compliance with 310 CMR 15.000 is not feasible: The owner will have a fully compliant system. The requested 1 foot reduction in separation is to limit the mounding affect in the yard. The house has a slab and and the field height would be above the slab height if relief not provided 2. An alternative system approved pursuant to 310 CMR 15.283 to 15.288 is not feasible: An alternative system, although providing vertical relief would be cost prohibitive during construction and post-construction with the annual contract. t5form9a.doc•rev.7/06 Application for Local Upgrade Approval* Page 3 of 4 Commonwealth of Massachusetts City/Town of North Andover a Form 9A — Application for Local Upgrade Approval DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with your local Board of Health to determine the form they use. C. Explanation (continued) 3. A shared system is not feasible: Surrounding homes have septic systems only sized for their design flows..so no opportunity to share a facility 4. Connection to a public sewer is not feasible: Municipal sewer is not available in the area 5. The Application for Local Upgrade Approval must be accompanied by all of the following (check the appropriate boxes): ® Application for Disposal System Construction Permit ® Complete plans and specifications [X-1 Site evaluation forms n/a ❑ A list of abutters affected by reduced setbacks to private water supply wells or property lines. Provide proof that affected abutters have been notified pursuant to 310 CMR 15.405(2). ❑ Other(List): D. Certification "I, the facility owner, certify under penalty of law that this document and all attachments, to the best of my knowledge and belief, are true, accurate, and complete. I am aware that there may be significant consequences for submitting false information, including, but not limited to, penalties or fine and/or imprisonment for deliberate violations." 4)-V-� A,- 6-21-2021 Facility 0wn i n Date Print Name Jack Sullivan PE 6-21-2021 Name of Preparer Date 25 Clover Circle Reading Preparer's address City/Town MA 01867 781-854-8644 State/ZIP Code Telephone t5form9a.doc•rev.7/06 Application for Local Upgrade Approval* Page 4 of 4