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Home My WebLink AboutApplication - 44 MARIAN DRIVE 6/16/2010 TOWN OF Yet "I'll , � 4 I�1 I" ' °' It HEALTH 1600 OSGOttt STRETT; BURAt11AC', 0; SUFTE 236 N OY'W.TRI ANDOVER, l / SSACE-NUu6".9"I.,S04845 978,688,9540 Phone Susan V, Sawyer, REAUS/Rs 978.688,8476 FAX Public Health Director E-MAIL heafthdwj.'�Q tow nofin ortha�i do etxorn , l"'Ww1�,E :6�� SEPTIC FLAN SUBMITTAL FORM r� Date of Submission: Site Location: 2 1 00 NVOI-i NPOVOK ,1't O"'ANNt` Engineer: H15ft4IZ4 "A6k> tW610 4106 New Plans? Yes $225/Plan Check# ° (includes 15t submission and one re- review only) Revised Plans?Yes $75/Plan. Check# Site Evaluation Forms Included? Yes No Local Upgrade Form Included? Yes a No Telephone# ` �°� �' Fax#: E-mail: �7 ' I'C d �C7 V._�j Homeowner Name: L 2L,1 OFFICE USE ONLY When the sub ssion is complete(including check): Date stamp plans and letter Complete and attach. Receipt Copy File; Forward to Consultant Enter on Log Sheet and Database �n Commonwealth of Massachusetts . I" City/Town of Borth Andover $3.) Application for Loca Form 9A i , roval 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 310 CMR 15.000. A. Facility Information Important: When filling out 1. Facility Name and Address: forms on the computer, use Louis Bowab Residence --- --------- ---------------- only the tab key Name to move your 45 Marian Street cursor-do not Street Address use the return key. North Andover MA 01845 ------------------------------------- City/Town State Zip Code fad 2. Owner Name and Address (if different from above): SAME Name Street Address City/Town State Zip Code Telephone Number 3. Type of Facility (check all that apply): ® Residential ❑ Institutional ❑ Commercial ❑ School 4. Describe Facility: 4 Bedroom House 5. Type of Existing System: ❑ Privy ❑ Cesspool(s) ® Conventional ❑ Other(describe below): 6. Type of soil absorption system (trenches, chambers, leach field, pits, etc): Field t5form9a.doc^rev.7/06 Application for Local Upgrade Approval• Page 1 of 4 Commonwealth of Massachusetts City/Town of North Andover Form 9A Application 1 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. A. Facility Information (continued) 7. Design Flow per 310 CMR 15.203: Design flow of existing system: 9P undknown Design flow of proposed upgraded system 440 9Pd Design flow of facility: 440 gpd B. Proposed Upgrade of System 1. Proposed upgrade is (check one): ® Voluntary ❑ Required by order, letter, etc. (attach copy) ❑ Required following inspection pursuant to 310 CMR 15.301: date of inspection 2. Describe the proposed upgrade to the system: New 1500 monolithic septic tank, 100 gal monolithic pump tank, simpOlex 0.4 h.p. pump and a 792 s.f. leach field with 42 LP Infiltrator Chambers. 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 1.0 ft. Percolation rate 11 min./inch Depth to groundwater 3.0 ft. t5form9a.doc•rev.7/06 Application for Local Upgrade Approval* Page 2 of 4 Commonwealth of Massachusetts City/Town of North Andover a Form r I l DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with your local Board of Health to determine the form they use. B. Proposed Upgrade of System (continued) ❑ Relocation of water supply well (explain): ❑ Reduction of 12-inch separation between inlet and outlet tees and high groundwater ❑ Use of only one deep hole in proposed disposal area ❑ Use of a sieve analysis as a substitute for a perc test ❑ Other requirements of 310 CMR 15.000 that cannot be met—describe and specify sections of the Code: If the proposed upgrade involves a reduction in the required separation between the bottom of the soil absorption system and the high groundwater elevation, an Approved Soil Evaluator must determine the high groundwater elevation pursuant to 310 CMR 15.405(1)(h)(1). The soil evaluator must be a member or agent of the local approving authority. High groundwater evaluation determined by: Isaac Rowe 6-3-10 Evaluator's Name(type or print) Signature Date of evaluation C. Explanation Explain why full compliance, as defined in 310 CMR 15.404(1), is not feasible. (Each section must be completed) 1. An upgraded system in full compliance with 310 CMR 15.000 is not feasible: Extremely high water table such that full compliance would result in a raised system to the extent it would inhibit reasonable use of the property and result in unreasonable financial hardship 2. An alternative system approved pursuant to 310 CMR 15.283 to 15.288 is not feasible: NA t5form9a.doc•rev.7/06 Application for Local Upgrade Approval* Page 3 of 4 Commonwealth of Massachusetts City/Town of North Andover a Form Application I Upgrade Approval �A 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: NA 4. Connection to a public sewer is not feasible: None available 5. The Application for Local Upgrade Approval must be accompanied by all of the following (check the appropriate boxes): ❑ Application for Disposal System Construction Permit ® Complete plans and specifications ® Site evaluation forms ❑ A list of abutters affected by reduced setbacks to private water supply wells or property lines. Provide proof that affected abutters have been notified pursuant to 310 CMR 15.405(2). ❑ Other(List): D. Certification "I, the facility owner, certify under penalty of law that this document and all attachments, to the best of my knowledge and belief, are true, accurate, and complete. I am aware that there may be significant consequences for submitting false information, including, but not limited to, penalties or fine and/or imprisonment for deli era violations." 6-16-10 Facility Owner's Signature Date Louis Bowab Print Name Bill Dufresne/Merrimack Engineering 6-16-10 Name of Preparer Date 66 Park Street Andover Preparer's address City/Town MA/01810 (978)475-3555 x-20 State/ZIP Code Telephone t5form9a.doc•rev.7/06 Application for Local Upgrade Approval* Page 4 of 4 T1ti0fLe Owner's Natta : Map/"arcelc----�C7�G Address: InswIler: Tel film�60 10 NcwMaLppWr Atc: �°'�i-�1 _ � Wetlaeds �or�e Soil 'bol 31C) So1l Mmq �9011 Clan 0),H Deep Observatign Hole Logs � � ' �' � ► '� Flew-.t#on Dbpth Soo 4 n Soil T re Soli dolor S p/« Gravel,Sto�net, o Y Wz . P ehtata�tal. '�`ll.'�. • tkpthta . °°� sa�'tvrearlai�,aliolex `��seplxtgfraa�2'llFace �N �tV '� O g Wakaft acEolq Wftoag frM MFats Date 0 PereolAtion Tests Observation Hole 9 Depth of Pac Z C pll� � Start x're-roil: �� a'I Tlme At 124 Time At 9" Time At 6 1,11 40 1�ate ch A I Performed 11