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HomeMy WebLinkAboutApplication - 35 MARIAN DRIVE 3/31/2008 TOWN OF NOR N. 1 ANDOVER ,qgkC�Pi YPq'wm - Oi`l°ice o#'C01 ,1'.jNltJNFrY DI;NT1..OP ' EN l' A D Slis;:RVIt°ES .HEALTH,D P A ' ' E N I 1600 dSGOOD STREET; BtALDIM3 0; SU I t�. , ' 2-36 NOWI`(-I ANDOVEIR, MASSACHUSETTS 01845 978.688.9540—Plio e Scream Y,Sawyer, REUIS/16 975.688.8476...-FAX Public Health Director E-MAIL: lsealtFsde st a�townofnortli,)ji t_ovei_corn WF BSI1lw: htt ;//�-wwv�ti ti�rii7olncirtl_iaa7cicxye 7. SEPTIC PLAN SUBMITTAL FORM Date of Submission: Ratch v, x ' Site Location: Maxi b(NO, �4 s ) A a Engineer: &Imrl �o J- 0 New Plans? Yes $225/Plan Check# (includes 1sa submission and one re- review only) Revised Plans?Yes $75/Plan Check# Site Evaluation Forms Included? Yes V° No Local Upgrade Form Included? Yes No Telephone#: M— KeTIA Fax #: E-mail: B C ViC ° btv- Homeowner Name: OFFICE USE ONLY When the submission is complete (including check): Date stamp plans and letter Complete and attach Receipt Copy File; Forward to Consultant Enter on Log Sheet and Database Mw. ENcj[,AxD EN(CANEr,,jum, SEJKVJCE1'�1, ........................... .................... . ......... 1600 Osgood Street Building 20 Suite 2-64 North Andover, MA 01845 Tel: (978) 686-1768 e Fax: (978) 327-6138 March 31, 2008 www.iieengineeringinc.com Project# 1497 Ms. Susan Sawyer North Andover Board of Health 1600 Osgood Street North Andover, MA 01845 Re: 35 Marian Drive North Andover, MA Local Upgrade Approval Request Dear Ms. Sawyer, The purpose of this letter is to request that the above referenced property be included in the upcoming Board of Health meeting agenda to discuss the following Local upgrade approval request: Local Uggrg&_Apt�rovals Required: 1. Allow the use of a sieve analysis to determine loading rate in lieu of performing a percolation test. Title 5, section 15.405(1). 2. Reduction in offset distance between the estimated seasonal high groundwater and the septic tank invert from 12"required by Title 5, Section 15.227(5)to 4". If you have any comments or questions please do not hesitate to contact this office. Sincerely, 1� "Jamin(Osgo , Jr' P.E. President Soil and Plant Nutrient Testing Lab West Experiment Station 03/04/08 9 University of Massachusetts a Amherst,MA 01003 413.545.231 1 http://w%vw.umass.edu/pisoils/soiltest TEXTURAL ANALYSIS RESULTS Customer Name: New England Engineering Services 1600 Osgood Street, Suite 2-64 N. Andover, MA 01845 Sample ID: 75202-2 Customer Designation: 35 Marian Drive N. Andover USDA SIZE FRACTIONS PERCENT OF WHOLE SAMPLE PASSING Main Fractions Size (mm) Percent Size (mm) Sieve ## 0 Sand 0.05-2 .0 63 .3 Silt 0.002-0.05 29.0 Clay < 0.002 7.8 Total < 2 .0 100.0 2.00 #10 88 .8 Sand Fractions Size (mm) Percent 1.00 ##18 83 .1 Very Coarse 1. 0-2 .0 6.5 0.50 #35 75.1 Coarse 0.5-1.0 8.9 0.25 #60 62 .2 Medium 0.25-0.5 14 .5 Fine 0.10-0.25 21. 0 0.10 #140 Very Fine 0.05-0.10 12.3 43 .6 63 .3 0. 05 #270 32.6 0. 02 20 um 22.0 Silt Fractions Size (mm) Percent 0.005 5 um 11.2 0.002 2 um 6.9 Coarse 0.02-0. 05 12. 0 Medium 0.005-0. 02 12. 1 Fine 0.002-0.005 4.9 29.0 USDA Textural Class = fine sandy loam Gravel Content = 11.2% COMMENTS: Commonwealth of Massachusetts City/Town of No. Andover Form 9A - Application r 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. Form 9A is to be submitted to the Local Board of Health for the upgrade of a failed or nonconforming septic system with a design flow of less than 10,000 gpd, where full compliance, as defined in 310 CMR 15.404(1), is not feasible. System upgrades that cannot be performed in accordance with 310 CMR 15.404 and 15.405, or in full compliance with the requirements of 310 CMR 15.000, require a variance pursuant to 310 CMR 15.410 through 15.415. NOTE: Local upgrade approval shall not be granted for an upgrade proposal that includes the addition of a new design flow to a cesspool or privy, or the addition of a new design flow above the existing approved capacity of an on-site system constructed in accordance with either the 1978 Code or 310 CMR 15.000. A. Facility Information Important: When filling out 1. Facility Name and Address: forms on the computer,use John &Joan Grover only the tab key Name to move your 35 Marian Drive cursor-do not Street Address use the return key. No. Andover MA 01845 City/Town State Zip Code tab 2. Owner Name and Address (if different from above): Same as Above �rwn 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: Single Family Dwelling 5. Type of Existing System: ❑ Privy ❑ Cesspool(s) ® Conventional ❑ Other(describe below): 6. Type of soil absorption system (trenches, chambers, leach field, pits, etc): Leach Field Form 9A Application for Local Upgrade Approval revised.doc•rev. Application for Local Upgrade Approval* Page 1 of 4 7/06 Commonwealth of Massachusetts --- - City/Town of No. Andover Form 9A Application D Upgrade Approval DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with your local Board of Health to determine the form they use. A. Facility Information (continued) 7. Design Flow per 310 CMR 15.203: Design flow of existing system: 440 — — - -- - gpd Design flow of proposed upgraded system 440 gpd Design flow of facility: 440 gpd B. Proposed Upgrade of System 1. Proposed upgrade is (check one): ❑ Voluntary ❑ Required by order, letter, etc. (attach copy) Unknown � � ® Required following inspection pursuant to 310 CMR 15.301: date n inspection 2. Describe the proposed upgrade to the system: Replace leach field and system components 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 - -- ft. Percolation rate min./inch Depth to groundwater ft. Form 9A Application for Local Upgrade Approval revised.doc-rev. Application for Local Upgrade Approval* Page 2 of 4 7/06 Commonwealth of Massachusetts City/Town of No. Andover Form 9A Application I Upgrade Approval '. DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with your local Board of Health to determine the form they use. B. Proposed Upgrade of System (continued) ❑ Relocation of water supply well (explain): ® Reduction of 12-inch separation between inlet and outlet tees and high groundwater ❑ Use of only one deep hole in proposed disposal area ® Use of a sieve analysis as a substitute for a perc test ❑ Other requirements of 310 CMR 15.000 that cannot be met—describe and specify sections of the Code: If the proposed upgrade involves a reduction in the required separation between the bottom of the soil absorption system and the high groundwater elevation, an Approved Soil Evaluator must determine the high groundwater elevation pursuant to 310 CMR 15.405(1)(h)(1). The soil evaluator must be a member or agent of the local approving authority. High groundwater evaluation determined by: Randy Burley 2/28/08 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: No other location on the lot 2. An alternative system approved pursuant to 310 CMR 15.283 to 15.288 is not feasible: A clean solutions 250ST4 pretreatment unit is being used to reduce seperation distance bewteen the ESHGW and the bottom of a leach bed from 4 feet required to 2 feet. Form 9A Application for Local Upgrade Approval revised.doc•rev. Application for Local Upgrade Approval° Page 3 of 4 7/06 Commonwealth of Massachusetts City/Town of No. Andover Form Application r I 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: No other adjacent is available 4. Connection to a public sewer is not feasible: Public 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 ❑ 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 "l, 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." L/,) I J10 Fac y Owner's Signature Date Benjamin C. Osgood Jr. P.E. (Agent for Owner) Print Name New England Engineering Services, Inc. 3/11/08 Date 1600 Osgood Streeet No. Andover, MA Preparer's address City/Town 01845 (978)686-1768 State/ZIP Code Telephone Form 9A Application for Local Upgrade Approval revised.doc•rev. Application for Local Upgrade Approval* Page 4 of 4 7/06 Soil and Plant Nutrient Testing Lab West Experiment Station 03/04/08 University of Massachusetts Amherst,MA 01003 413.545.2311 http://www.umass.edu/plsoils/soiltest TEXTURAL ANALYSIS RESULTS Customer Name: New England Engineering Services 1600 Osgood Street, Suite 2-64 N. Andover, MA 01845 Sample ID: 75202-2 Customer Designation: 35 Marian Drive N. Andover USDA SIZE FRACTIONS PERCENT OF WHOLE SAMPLE PASSING Main Fractions Size (mm) Percent Size (mm) Sieve # Sand 0. 05-2.0 63 .3 Silt 0. 002-0.05 29.0 Clay < 0.002 7.8 Total < 2 .0 100.0 2. 00 #10 88.8 Sand Fractions Size (mm) Percent 1.00 #18 83 .1 Very Coarse 1.0-2 .0 6.5 0.50 #35 75.1 Coarse 0.5-1. 0 8. 9 0.25 #60 62 ,2 Medium 0.25-0.5 14.5 Fine 0.10-0.25 21. 0 0.10 #140 43 .6 Very Fine 0.05-0.10 12 .3 63 .3 0.05 #270 32 .6 0.02 20 um 22.0 0.005 5 um 11.2 Silt Fractions Size (mm) Percent 0.002 2 um 6.9 Coarse 0. 02-0.05 12 . 0 Medium 0.005-0.02 12.1 Fine 0.002-0.005 4 .9 29.0 USDA Textural Class = fine sandy loam Gravel Content = 11.20 COMMENTS: