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Home My WebLink AboutCorrespondence - 30 OXBOW CIRCLE 9/25/1997 MER121MACK ENGINEERING ING SERVICES, INC, PROFESSIONAL ENGINEERS 0 LAND SURVEYORS 0 PLANNERS 66 PARK STREET m ANDOVER, MASSACHUSETTS 01810 o TEL, (508)475-3555, 373-5721 o FAX(508)475-1448 September 25, 1997 Town of North Andover Board of Health Town Hall 30 School Street North Andover, MA 01845 RE: Lot 26 Oxbow Circle - Woodland Estates A.C. Builders, Inc. Dear Board Members: Due to dimensional constraints and wetland locations on the subject lot, we find it necessary to request a variance to the"Town of North Andover Minimum Requirements for the Subsurface Disposal of Sanitary Sewage" Regulation 5.02 so that a leaching facility may be 90' from a wetland in lieu of 100' as required. Please schedule this item for action at the next available meeting of the Board of Health and feel free to call me if you have any questions or comments. Very truly yours, MERRIMACK ENGINEERING SERVICES Les Godin Project Manager cd FORM U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable local or state law, regulations or requirements. ****************Applicant fills out this section***************** APPLICANT: A • C� VUI lit (5 6c Phone �05 -83 �d LOCATION: Assessor's Map Number Parcel Subdivision 10AJ J ES+uTZS Lot(s) Street I I �Q-�X�� r��c(� St. Number ************************Official Use Only************************ RECOMMENDATIONS OF TOWN AGENTS: Date Approved Conservation Administrator Date Rejected Comments Date Approved Town Planner Date Rejected Comments Date Approved Food Inspectt�Health Date Rejected Date Approved 0,1 _SeW c 6. nspector°He"alth Date Rejected Comments - Public Works -: sewer/water connections driveway permit Fire Department Received by Building Inspector . Date Town of North Andover paORTFy OFFICE OF �� s` �° COMMUNITY DEVELOPMENT SERVICES A 30 School Street 9 �° North Andover, Massachusetts 01845 �9 °4,.,0•°atg WILLIAM J. SCOTT SSACHO Director October 7, 1997 Aurele Cormier AC Buiilders 33 Walker Road North Andover, MA 01845 RE: Woodland Estates Dear Aurele: This letter is to inform you that the proposed septic plans for Lots 21 and 26 Oxbow Circle have been approved. However, before the Board of Health can sign off on the Form U for Lot 26 Oxbow Circle, evidence of the recording of the proposed lot line change must be filed with the department. If you have any questions, please do not hesitate to call the Board of Health office at the number below. Sincerely, Sandra Sta , R.S. Health Administrator cc: Wm. Scott, Dir. CD&S Merrimack Engineering Kathleen Colwell, Town Planner File CONSERVATION 98p•9.530 HEALTH 688-9540 PLANNING 688-9535 oil- FORM 11 - SOIL EVALUATOR FORN1 Page 1 No. .. Date ......... Commonwealth of Massachusetts Noel-t Awwc-Z, Massachusetts Foil Suitability Assessment for On-site Sewage Disposal Performed By: .... L.LLLA..M.......1?.V...1 � .141.x......................... Witnessed By: ... .USA . _.: v.lI _:..: .:.:.::..... ......................................................................................................................................................................................................I7. Loation Address or p Owner's Name, A.C. 13u!EDGE/�S I I�a�. Lott T 26, dxl3o��J ��eec.F— Address.and 33 kIALk�(Z �oAD Telephone, Ala fLTI-F A ttbov�2. MA, WopDLA WD h DI SANS New construction Repair ❑ Office Review k Published Soil Survey Available: No ❑ Yes L� �. ISyCa Soil Ma Unit ...1_Q..pClz, Year Published .�.�.S.j... Publication Scale . �octc v�r�a�P �Ct+wc�i�tir/ Drainage Class ... ........ Soil Limitations ..... rYE(t ........................................................... ..........._...........H��s Surficial Geologic Report Available: No ❑ Yes ❑ Year Published Publication Scale .................. GeologicMaterial (Map Unit) .............—.................................................................................................................................... Landfor.m ..........................- -- ........................................................................................................ Flood Insurance Rate Map: *' ZSao`(g oo ►0 13 6-1S— 09 Above 500 year flood boundary No ❑ Yes ❑ Within 500 year flood boundary No Ell" Yes ❑ Within 100 year flood boundary No Ell" Yes ❑ Wetland Area: National Wetland Inventory Map (map unit) ..............0.W.- ......S.�.Tt✓........ Wetlands Conservancy Program Map (map unit).................................................................................................. Current Water Resource Conditions (USGS): Months-`� Range : Above Normal ❑ Normal 2-"*' Below Normal ❑ Other References Reviewed: V S , U.s . AP FORM 11 - SOII. EVALUATOR FORM Page 2 On-site Review 0 Deep Hole Number fi..Z....... Date:6-2.y.-17 Time:--- ..._. Weather .C. Y.,..9.0........... Location (identify on site plan) ..... '! .i`.V/I.Rb............................................................................................................................................. Land Use S!.6.t... ..... Slope M ...5........ Surface Stones ..... y................................I......................... Vegetation ......C.W. --.AW-D........................................................................................................................................................................................................ Landform ........iu. . ...........:......................................................................................................................................................................................................... Position on landscape (sketch on the back) ......... E ... ............................. Distances from: Open Water Body ....l .fi. feet Drainage way..... S..t. feet Possible Wet Area .APP.:T. feet Property Line ....10...:7.. feet Drinking Water Well -M2.t.... feet Other ..............'..................... DEEP OBSERVATION HOLE LOG Depth from Surface Soil Horizon Soil Texture Soil Color Soil Mottling Other (Inches) (USDA) (Munsell) (Structure, Stones, Boulders, Consistency, % Gravel) y �•/�� STRi PacD 1011- ( "Oil C,MV. 2 �ySf� "7.S�IfCS�>7, f�ASS�✓�, F2«+RC� 1�1r�y S'AuD Z•sy(<(3 �'�� C�SiQI.�S `P1 S TV-,PP-(::�D lVr - 1'7,0/' 2,gYSjy r��Tn�S t�,�ss�„�, FRrrtecl' (oAr ty sAls� 7.Syn s/$ 4�/,D wgBC�S Z S`/ &(3 Parent Material (geologic) ....dal .Lr�.C�.........1-tt -:.............................................__ Depth to Bedrock: ......... Depth to Groundwater: Standing Water in the Hole: . «....... Weeping from Pit Face: !414...... •d u Ir Estimated Seasonal High Ground Water: FORM 11 - SOH, EVALUATOR FOMI Page 3 Determination or Seasonal -H h Water Table Method Used: ❑ Depth observed standing in observation hole.......`-" inches ❑ Depth weeping from side of observation hole ............ .... inches Depth to soil mottles . .'�. � inches ❑ Ground water adjustment....... feet 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 all areas observed throughout the area proposed for the soil absorption system? If not, what is the depth of naturally occurring pervious material? Certification I certify that on �� (date) I have passed the examination 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. Signature Zt Date � '�� FORM 12 - PERCOLATION TEST COMMONWEALTH OF MASSACHUSETTS L16F-- - A kiWvf5fZ , Massachusetts Percolation Test Date: ..(' -9.7..... Time: ...?.".,................. Observation Hole # Depth of Perc Start Pre-soak End Pre-soak Time at 12" Time at 9" Time at 6" Time (9"-6") L4 q Rate Min./Inch Site Passed Site Failed ❑ 0.......................................................................................... ....... ... . .... Performed By: bft:G 601Jf Witnessed By: SL) SAW F� VD Comments; .. __. _ _.. . ... .... ..... PLAN REVIEW CHECKLIST ADDRESS .4, 1516/6, >,' � .' ENGINEER GENERAL, 3 COPIES ( STAMP 'S LOCUS (... °" NORTH ARROW �.. SCALE �. ".��.. CONTOURS PROFILE ' W~µ (Sc) SECTION �' °' BENCHMARK " SOIL & PERCS '°' µ ELEVATIONS ",. ....,. WETS . DISCLAIMER Z....... ... WELLS & WETS WATERSHED? f DRIVEWAY 1--"., WATER LINE -°°""° FDN DRAIN'--'-- M&P S C H 4 0 l° ° TESTS CURRENT ) l.... SOIL EVAL1c .. ... (,� .; ' '< >(�'°�'`._ SEPTIC TANK MIN 1500G(---"" 17 INVERT DROP °''J""""' • GARB, GRINDER �( 2 comps +200 ) ,,..',,,., S"��°��,"' ELEV .w GW .. # COMPS j GB 10 TO FDN MANHOLE D-BOX SIZE # LINES FIRST 2 ' LEVEL STATEMENT' INLET OUTLET/ '_`�" ' ( 2" OR . 17 FT) TEE REQ ' D? .l-.",) LEACHING MIN 440 GPD? RESERVE � AREA 4 ' FROM PRIMARY. SLOPE �ms,, ,..µ. c...�-....,.. 100 ' TO WETLANDS �' 100 ' TO WELLS 4 TO S .H.GW ( 5 ' >2M/IN) 20 ' TO FND & INTRCPTR DRAINS L" 400 ' TO SURFACE H2O SUPP 4 ' PERM. SOIL BELOW FACILITY /� " MIN 12" COVER e ,"w."l,„ FILL? BREAKOUT MET? TRENCHES MIN 440 gpd SLOPE (min . 005 or 6"/100 ' ) ' rf SIDEWALL DIST . 3X EFF. W OR D (MIN 6 ' ) c-'--'_'_ RESERVE BETWEEN TRENCHES? t,-, IN FILL? c""'-_MUST BE 10 ' MIN. o 4" PEA STONE? 4---'— "VENT? ( >3 ' COVER; LINES >501 ) BOAT� #) DxLx + SIDE X LDNG ' _.. � �� a = r'�a ��C�.� �°�,.�� = TOT L x W x ( 2x# ) (G/ft2 ) Copyright 9 1996 by S.L. Starr co -1, CD CD C4 C-) M- C) CD z CL CL 0 CD ffin W co CD Co N 0 CD CD C4 CD fm z lcw, o C.) ;74• CD Cl) z 0(0 C, D CD Cry 0 =r CO W Im co CD CT CD CD C/) CA 0 owl Cb C� 7 Cy CD CZ) cC,[,) C 1 ) T O CD 0 co 0 C) CD 0 co CD CD a) w � * co 10 0 CD �� =-)C '!CD ji CE) CD C/) tp -4 < 0 co X CZ) 2j, 0 CD r-L C-) C.) cp 0 COP) o • co c 0 : 0 0: ZF: 0 0 0 0 0 rD rD S F 4 R 0 GIN rD .7- CA or) 0 0 '7 SEP'T'IC PLAN SUBMITTALS LOCATION: NEW PLANS: YES $60.00/Plan REVISED PLANS: YES $25.00/Plan DATE: 2/ 7 DESIGN ENGINEER: � lO� When the submission is all in place, route to the Health Secretary i 'SEPTIC PLAN SUBMITTALS LOCATION: r�� , C �><,An NEW PLANS: YES $60.00/Plan REVISED PL YES__? $25.00/Plan DATE: DESIGN ENGINEER: ,�� c When the submission is all in place, route to the Health Secretary Town of North Andover, Massachusetts Form No.z 1 %ORTN BOARD OF HEALTH �? *!,4. - 0 19 o 4. a a . y ° DESIGN APPROVAL FOR sSACHUS`` SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM Applicant /7- G' LJdCm "-� Test No.' Site Locations Reference Plans and Specs. /7 Z: ENGINEER DESIGN DATE Permission is,granted for an individual soil absorption sewage disposal system to be installed in accordance with regulations of Board of Health. j CHAIRMAN,BOARD OF HEALTH Fee ' C Site System Permit No.