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HomeMy WebLinkAboutCorrespondence - 99 RALEIGH TAVERN LANE 9/28/2004 TOWN OF NORTH ANDOVER t N°RTh q Office of COMMUNITY DEVELOPMENT AND SERVICES 3 ° s..•> HEALTH DEPARTMENT 27 CHARLES STREET ", • ._p'* +•A1T•D��`y,I NORTH ANDOVER, MASSACHUSETTS 01845 cHUe°' Susan Y. Sawyer 978.688.9540—Phone Public Health Director 978.688.9542—FAX September 28,2004 R. Dennis Dionne 99 Raleigh Tavern Lane North Andover,MA 01845 Re: 99 Raleigh Tavern Lane, Map 107A,Lot 115 Dear Homeowners, The North Andover Board of Health has completed the review of the septic system design plans,for the above referenced property,submitted on your behalf by Engineering&Surveying Services dated August 20,2004(Last Rev. September 27,2004). The 4-bedroom design has been approved for use in the construction of a replacement onsite septic system. This approval is valid for three years from the date of this letter and during this time a licensed septic system installer must obtain a permit and complete this work,and a Certificate of Compliance must be endorsed by the installer, designer and the Town of North Andover. The time period for which this plan is valid is reduced to two years from the date of a septic system inspection that did not meet the acceptable criteria in the state regulations. This approval is subject to the following conditions: 1. 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 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. Your effort to provide a properly functioning septic system for your dwelling is greatly appreciated. The Health Department may be reached at 978-688-9540 with any questions you might have. Sincerely, Susa . Sawyer,REHS/RS Pu is Health Director cc: New England Engineering NEW ENGLAND ENGINEERING SERVICES September 24, 2004 Susan Sawyer ' North Andover Board of Health 27 Charles Street North Andover, MA 018451 ...• ° > 2 7 2004 Re: 99 Raleigh Tavern Lane North Andover`b-�d_ g � �� ... �f Septic System Design -Revisions W- � �� ��,��, � dy Dear Susan, ) , The following plans for the above referenced property are being resubmitted for approval. Responses to your comments from the letter dated September 15, 2004 are listed below. 1. Minimum 15' from edge of chambers to breakout per 15.255(2)—Per your conversation earlier today with Steve Pouliot from my office the current design with the 40 mil impervious barrier and 2:1 slope has been determined to be acceptable. Therefore, no change has been made. 2. Amend profile to show 9"min. cover over septic tank 15.228(1) —Plan has been revised to identify 9" min. cover over septic tank. 3. Explanation of use of leach bed rather that leach trench 15.240(6)—Explanation provide below. No change has been made. 4. A 3:1 slope between 100, 98, & 96 contours. —Per your conversation earlier today with Steve Pouliot from my office the current design slope has been determined to be acceptable. Therefore, no change has been made. As for item number three, a leach bed was designed rather than leach trenches due to the limited area suitable for construction of a septic system and cost considerations. If you have any comments or questions please do not hesitate to contact this office. Sincerely, Benjamin.C. Osgood, Jr., P.E. President 60 BEECH WOOD DRIVE ..NORTH ANDOVER, MA 01845-(978)686-1768- (888)359-7645-FAX(976)685-1099 TOWN OF NORTH ANDOVER °t NOR*H , Office of COMMUNITY DEVELOPMENT AND SERVICES o? HEALTH DEPARTMENT 27 CHARLES STREET eras,• *�' NORTH ANDOVER, MASSACHUSETTS 01845 'SS cHUat� Susan Y. Sawyer, REHS/RS 978.688.9540—Phone Public Health Director 978.688.9542—FAX September 15, 2004 Benjamin Osgood, P.E. New England Engineering Services, Inc. 60 Beechwood Drive North Andover, MA 01845 Re: 99 Raleigh Tavern Lane, Map 107A, Lot 115 Dear Mr. Osgood: The proposed septic system design plans for the above site dated August 20, 2004 and received on August 24, 2004 has been reviewed. Unfortunately, it cannot be approved until the following items are corrected. Each item is followed by the specific section in Title 5: 310 CMR 15.000, or North Andover regulations which is not met by this design. 1. Please provide a minimum of 15' from the edge of each of the chambers to the breakout elevation of 100.45, or extend the impermeable barrier. - 255(2) 2. Please amend the profile to show 9" of cover over the septic tank. -228(1) 3. Trenches are to be used as the soil absorption system mechanism whenever possible. Please use trenches in this instance or explain why they cannot be utilized. (3 10 CMR 15.240(6)) 4. A 3:1 slope is needed between the contours 100 to 98 to 96. Please feel free to contact the office with any questions you may have. We look forward to working with you to obtain a septic system which will be in compliance with all regulations and assure protection of public health and the environment of North Andover. Sincerely, f� S Y. Sawyer, REHS/R Public Health Director cc: Owner File T6wn of North Andover HEA2L Charles Street j N'I' North Andover,MA 01845 VIED 978.688.9540 / AU 1,3 SEPTIC PLAN SUBMITTAL FORM DATE OF SUBMISSION: SITE LOCATION: qC1 g . -"'✓° r % l ire L l I I171�l�G'✓l ENGINEER: Nem.,,� NEW PLANS: YES k- / $225,00/Plan + Check#: L,6' (Includes I" Lr "`�and one Re-Review Only) REVISED PLANS: YES $75.00/Plan Check#: SITE EVALUATION FORMS INCLUDED: YES NO LOCAL UPGRADE FORM INCLUDED: YES NO Telephone#: Fax 0: E-mail: HOMEOWNER N OFFICE USE ONLY When the submission is complete (including check): I. �-""Date stamp plans and letter 2. complete and attach Receipt 3. Copy File; Forward to Consultant 4. Enter on Log Sheet and.database .— _... _... . . _ ....� . v. . . August 24, 2004 G 0 TOW Susan Sawyer North Andover Board of Health 27 Charles Street North Andover, MA 01845 Re: 99 Raleigh Tavern Lane, North Andover Septic System Design Dear Susan: The following plans and enclosures for the above referenced property are being submitted for approval. 1. (5) Copies of the Septic System Design Plans. 2. (1) Copy of the soil evaluator sheets. 3. (1) Check for payment of the Town approval fee. If you have any comments or questions please do not hesitate to contact this office. Sincerely, ,Zkl_1K Steven E. Pouliot EIVED Project Manager AUG 2 4 2004 TOWN CA- V )„ q G 60 BE EC;HVl1JC9OD DRIVE-NORTH ANDOVER, W 01845-(978)686-1766-(888)359-7645- FAX(978)685-10 FORM 11 - SOIL EVALUATOR FOR;bi Page I of 3 No. Date: Commonwealth of )Massachusetts ,Massachusetts Soil Suitabilitv Assessment for On-site Sewage Disposal Performed By: C ? �Nn y .............. ..., .. ........... .... ... _.. _.Date: Witnessed By: ........f�' .�] 1/ ..... C��r� ......... ......._ Location Address or flay /� Owner's Name, . /n�/5 ,�/v /./ Lot r �A� / /1//�/f�rs� Address,and /V �l ff� Telephone I New construction ❑ Repair K 97,�e Office Review Published Soil Survey Available: No ❑ Yes Year Published 19*1�................ Publication Scale /'t� ..8 " Soil Map Unit It-)h Drainage Class—,---r/r- /4 ..•.•.... Soil Limitations /.k-'l.. - Surficial Geologic Report Available: No ® Yes ❑ Year Published Publication Scale Geologic Material (?Zap Unit) I .....................................I............................._.........._......._..... . .. Landform ..................................................................................... ...................................... .._.... ..... ... .. r Flood Insurance Rate Map: Above 500 year flood boundary No ❑Yes Within 500 year flood boundary No ❑Yes ❑ Within 100 year flood boundary No ❑Yes ❑ Wetland Area: National Wetland Inventory Map (map unit) ..... .... ....... ....- --- Wetlands Conservancy Program Map (map unit) . ......... ............................. _. .. Current Water Resource Conditions (USGS): Month UUG/,/ l4 Range :Above-Normal ONormal ❑Belcw Normal ❑ Other References Reviewed: DEP APPROVED FORM•12/07/95 FORM 11 - SOIL EVALUATOR FORA Page "L of 3 Location Address or Lot i o. On-site Review jam Deep Hole Number 1 Date:. ?`:(/ d4 Time:. � �S Weather � Location (identify on site plan) -����- - •�� - - Land Use .K %/T X.17V4 Slope (%) Surface Stones — - Vegetation �iJ�..: LandformOU�� Position on landscape Distances from: Open Water Body feet Drainage way 2 feet Possible Wet Area feet Property Line :4(�.. feet Drinking Water Well feet Other . ... DEEP OBSERVATION HOLE LOG Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface (Inches) (USDA) (Munsell) Mottling (Structure, Stones, Boulders, Consistency, % Gravel) L " L( Sy A/3 _7/1fiticr Parent Material (geologic) DepthtoBedrock: _ Depth to Groundwater, Standing Water in the Hole: _ Weeping from Pit Face: Estimated Seasonal High Ground Water._ DEP APPROVED FORA)• 12/07195 FORM 11 - SOIL EVALUATOR FORM Page z of 3 Location Address or Lot iJo. 77 On-site Review / / �J e J _ Deep Hole Number 2 Date �/ ©� Time: l ��d Weather /�� �� 7� _ Location (identif on site plan) JT" Land Use Slope M Surface Stones --_ Vegetation25 5 LandformT� til� . dE Position on landscape - Distances from: Open Water Body ?Jmc5' feet Drainage ways feet Possible Wet Area 2cr-6 feet Property Line _ . feet Drinking Water Well feet Other . DEEP OBSERVATION HOLE LOG Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface (Inches) (USDA) (Munsell) Mottling (Structure, Stones, Boulders, Consistency, % Gravel) r � 2 L � /5>nrcT" Parent Material (geologic) `� G DepthtoBedrock: Depth to Groundwater: Standing Water in the Hole: // Weeping from Pit Face: Estimated Seasonal High Ground Water;__ 4y DEP APPROVED FORM• 12/07/95 FORM 11 - SOIL EVALUATOR FOR11 Page Zof3 Location Address or Lot No. On-site Review Deep Hole Number Date: (: `7 Time: 9. �S Weather��— 1'24- Location (identify on site plant �< 1f '�� T Land Use '� Slope (%) Surface Stones Vegetation �Z Landform Position on landscape Distances from: Open Water Body ;�OC7 feet Drainage way � feet Possible Wet Area 20� feet Property Line 26 feet Drinking Water Weli,>/Sd feet Other 77- , DEEP OBSERVATION HOLE LOG Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface (Inches) (USDA) (Munsell) Mottling (Structure, Stones, Boulders, Consistency, % Gravel) d - � 4- 4r •/ D� a � .✓r� .5�� 'a Dep r Parent Material (geologicl thtoBedrock:_ -- - ez— �� Weeping from Pit Face: Depth to Groundwater: Standing Water in the Hole: ------------ Estimated Seasonal High Ground Water:_ DEP APPROVED FORM- 11/07/95 FORM 11 - SOIL EVALUATOR FORM Page 3 of 3 Location Address or Lot No. 2 Determination for Seasonal High Water Table Method Used: ❑ Depth observed standing in observation hole ......... inches ❑ Depth weeping from side of observation hole ..........._.a nches - 0 Depth to soil mottles .....:::. : inches - /- : ❑ Ground water adjustment ................... feet .3- 3© Index Well Number .................. Reading Date .................. Index well level ... Adjustment factor ................... Adjusted ground water level ........................................_........... . Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in areas observed throughout the area proposed for the soil absorption system? 7� If not, what is the depth of naturally occurring pervious material? _ Certification I cert if y th at on 1 I have p assed the soil evaluator examination (date) approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. i Signatur / Date DEP APPROVED FORM•12/07195 o i V e N Cl Cl O O C/ a i _ C a. 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