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Correspondence - 212 HAY MEADOW ROAD 10/20/2000
_...._.....__...... ..........._. ................ __uw..._ .._ ._._ _.._ .., ._ ._ _ ..._. . _......_.... . NEW w ...............m.....mm,. ___..... w__...._..._.,ENGI-AND ENGINEERING SERVICES I N C"' ....._............ October 20, 2000 Sandra Starr, Administrator North Andover Health Department Town Hall Annex 27 Charles Street North Andover, MA 01845 Re: 21.2 Haymeadow Rd., North Andover, Septic system design Dear Sandra: Enclosed are the following documents concerning the above referenced property. 1. 5 sets of design plans, one with an original signature. 2. Soil evaluator forms. 3. Application for approval. 4. Check to cover the fee. If you have any questions please do not hesitate to contact this office. Sincerely, Benjafiin C. Osgood, Jr., EIT President 60 BEECHWVOOD DRIVE-NOR-rF1 ANDOVER, PEA 01845-(976)686-1768..(888)359-7 645-F-AX(976)685.1099 FORM 11 - SOIL EVALUA.ItOR FORM .Page 143 Teo. � ate- ®ra�14_> Coml mon wealth of Massachusetts Massachusetts Sol® u4 ® ® s e r4 rt is Performed By: ............... `—� ........ `-'..... .., ►ate: WitnessedBy: ................. r- {........, ..,...,.............................,.. ................. .....,.......,.. ..... .. Location Addrua or pt /i r GV f� Lit I �iy' owner'%Nero. �,Gq� � /r,. � Address.and �� ,,y `S%'y'7 /�,+� K✓ ,%� TokpMire f ew construction D Repair R1 15 Office Review Published Soil Survey Available; No Yes Year Published /q......�........,, Publication Scale Soil Map Unit Drainage Class G/�h.�» Soil Limitations Surficial (geologic Report Available: No Yes Year Published Publication Scale GeologicMaterial (Map Unit) ........................................................................I'll..................................................... ............., Landform .................................................................................................................................................................. .. . . Flood Insurance Rate Map: Above 500 year flood boundary No D Yes Within 500 year flood boundary No []Yes El Within 10;0 year flood boundary No El Yes Wetland Area: National Wetland Inventory Map (map unit) Wetlands Conservancy Program Map(map unit) ...................:....................................:.......... ...........,...,... Current Water Resource Conditions (USGS): Month Mange :Above Normal Normal 0 13ek w Normal El Other References Reviewed: DEP"PROVED Fo1LM•12/07/95 eh" FORM 11 - SOIL EVALUATOR FOjzM Page, 2of3 Location Address or Lot iJo.--c2/o2 `7' On-site Review C Deep Hole Number .. ..... Date:.:.I /cl%o Time:.' 3© Weathefx1!2 - 60 Location (iden Ify on site plan? Land Use Slope `--- Surface .......:....... t .. p m . .� �.�..., �, ..:... :... . Landform Position on landscape (sketch on the back) ,. Distances from: Open Water Bod� feel Drainage.way © feet Possible Wet Area ... feet Property Line ..-''r .. feet Drinking Water Well feet Other ... _ :_......� .,,...,.,.w., DEEP OBSERVATION MOLE LOG` Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(Inchep) (USDA) (Munseli) Mottling (Structure,Stones,Boulders, Consistency, % Gravel) r Y MINIMM OF Tpfu$REQUIRED AT . . i sirvc�' Parent Material(geologic) D�lLUxl'Z' DepthtoBedrock: Depth to Groundwater: Standing Water in the Hole: Weeping from Pit Face: Estimated Seasonal High Ground Water: DPP APPROVED FORM•12107/95 FORM If - SOXL EVALUATOR FORM Page 2 of 3 Location Address or Lot NO.-2IA 41Z ee�40®Gl/ '/�D�/14 4100A/, Qn-,s a evxew O Deep Hole Number Date:.�'�J �� Time'/w.;l,�5' Weather-' Location (identify on site plan) i� � rT .,:,..„ .:..........:....�.w,.. ...M�.•. . Land Use Slope (%1 Surface Stones „ —J Vegetation . Landform Position on landscape (sketch on the back) .. . ..��7> ...., �� '� Distances from: M. , Open Water Roca feet Drainage way '� feet Possible Wet Area ... feet Property Line ...�.,....... feet Drinking Water Well .. . ... feet Other (SEEP OBSERVATION HOLE LOG” Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(Inches) (USDA) (Munsell) Mottling; (Structure,Stones,Boulders,Consistency, % Gravel) C5�Af Parent Material(geologic)_ /� - DepthtoBedrock: N Depth to Groundwater: Standing Water In the Hole: Weeping from Pit Face: Estimated Seasonal High Ground Water: �1 _ i DBP"PROVED FORM-12107/95 FOIM 11 SOIL L, VALUATOR FORM Page 3 of 3 'Location Address or Lot lido. �'/�'� , ,, Method V1sed: EJ El Depth observed standing in observation hole................... inches Depth weeping from side of observation hole.................. inches Depth to soil mottles ...-",,.°,f:�. inches Ground water adjustment .............-.. feet Index Well Number .................. Reading Date .................. Index well level .................. Adjustment factor ................... Adjusted ground water level ................................................ Death of Naturally Occurrinq �erviou aterial 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 of (date) I have passed the soil evaluator 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 15.0 Signature pate DEP APPROVED FORM-12107/45 V Town of North Andover, Massachusetts Form No.2 Q "®WTN BOARD OF HEALTH a " DESIGN APPROVAL FOR AC ' 'SSw�SEt� - SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM Applicant _ r l_ �� Test No. : Site Location Reference Plans and Specs. ! � �� ENGIN R DESIGN DATE Permission is granted for an individual soil absorption sewage disposal system to be installed in accordance with regulations of Board of Health. HAIRMAN,BOARD OF HEALTH �j Fee Site System Permit No. 111-5r 1111s an I Por A May-27-99 12 : 45P No)-th Andover Com . Dev .. SOB 688; 9542 P . O1 SEPTIC PLAN SUBMITTAL FORM LOCATION: — N-E\V PLANS: YI=S. , ' �' � $12 .00/11Ian REVISED PLANS: YES S 60.00/Plan SITE EVALUATION FORMS INCLUDED: n YES ,r) NO DATE: t DESIGN ENGINEER: DATE TO CONSLTTANT: *If you want your plans expedited, please submit three plans and included a stamped envelope with the correct amount of postage to mail plans to fort Engineering. When the submission is all in place, route to the Health Secretary. If i May-27-99 12 : 45P Nov^Lh Andover' Comr Dev . , 508 688 9542 P . 01 SEPTIC PLAN SUBMITTAL FORM LOCATION: z_i Z LIA N-EV PLANS: YES $125.00/f1an Rf V I S E I) PLANS: Y F �.,M,�..,..... = S $ 6().00/flan SITE EVALUATION FOR-PAS INCLUDED: YES NO DESIGN ENGINEER: DATE TO CONSULTANT: *If you want your plans expedited, please submit three plans and included a stamped envelope with the correct amount of postage to mail plans to fort Engineering. When the submission is all in place, route to the Health Secretary. If If i I ,`i Nov-06-00 11 : 33A 'au`l D. Turbid , PE/PL.. 978-465-0313 31.b. P .02 October 30, 200 Sandra Starr North Andover Board of Health administrator Office of Community Development and Services 30 School Street North Andover,ACA 01845 Ea Title V review for SDS upgrade at 212 Maymeadow Road Dear Sandra, Enclosed find our review of the"Checklist for North Andover Septic System Plans°' for the septic system upgrade at the above-mentioned site. The following is a list of technical deficiencies that Tart Engineering has found. Buoyancy calculations for the proposed pump chamber are not provided as required by 310 CNM 15.221 ( ). In addition to this technical deficiency, we also recommend that the existing septic tank be inspected for tees and a gas baffle since it is proposed for reuse. If you have any questions or comments please feel free to contact me. Sincerely ~ Maul D. Turbide, PE/PI.,S P01tT ENGINEERI �� �F 0<-i Civil Fngineers � ;�� jet" Land Surveyors r B M y x ^ ^ One Harris street C°dewburyport,MA 01950 (9713)465.8594 Mewer MAMP288MAYMEADOW 212.1 1' NORTH q Town Of North Andover William I Scott Community Development & Services Director (978) 688 9531 27 Charles Street North Andover, Massachusetts 01 845 9'SSACMUSE� Fax 978-688-9542 November 6, 2000 Board of Appeals (978) 688-9541 Ben Osgood, Jr. New England Engineering Building 60 Beechwood Drive Department No. Andover, MA 01845 (978) 688-9545 Re: 212 Haymeadow Road Conservation Department Dear Ben: (978) 688-9530 This is to inform you that the proposed plans for the site referenced above have Health been disapproved and have technical deficiencies as followed: Department (978)688-9540 1. Buoyancy calculations for the proposed pump chamber are not provided as Public Health required by 310 CMR 15.221 (8). Nurse (978) 688-9543 If you have any questions,please do not hesitate to call the Board of Health Planning Office. Department (978) 688-9535 Sincerely, Sandra Starr, R.S., C.H.O. Health Director cc: Quinn file ..................................... ............ NEW ENGLAND ENGINEERING SERVICES 1 P14 C November 8, 2000 Sandra Staff, Administrator North Andover Health Department Town Hall Annex 27 Charles Street North Andover, MA 01845 Re: 212 Haymeadow Rd., North Andover, Septic system design Dear Sandra: Enclosed are the following documents concerning the above referenced property. 1. 5 sets of revised design plans, I with original signatures. 2. Submittal form for revised plans. 3. Check to cover the fee. The following changes have been made to the plan. 1. The buoyancy calculations for the pump chamber have been added. If you have any questions please do not hesitate to contact this office. Sincerely, Benjamin C. Osgood, r., EIT President ................ 50 BEECHWOOD DRIVE• NORTH ANDOVER, MA 01845• (978)686-1768-(888)359-.7645 • FAX(978)685-1099 Town of North Andover %40RTh ® '.. " Office of the Health Department Community Development and Services Division � c William J. Scott, Division Director 27 Charles Street 9sSACidUSER Sandra Starr North Andover,Massachusetts 01845 Telephone (978)688-9540 Health Director Fax(978)688-9542 November 9, 2000 Ben Osgood, Jr. New England Engineering 60 Beechwood Drive No. Andover, MA 01845 Re: 212 Haymeadow Road Dear Ben: This is to notify you that a variance to the distance to wetlands from a leach area has been granted for 212 Haymeadow Road. The variance is for no less than 51 feet. With the granting of this waiver, the septic plans dated 11/9/00 are approved. If you have any questions,please do not hesitate to call the Board of Health Office at 978-688-9540. Sincerely, Sandra Starr, R.S., C.H.O. Health Director SS/smc cc: Quinn File BOARD GF.= PPEAI-S 688-9541 BUILDING 688-9-54S CONSERVATION 688-9530 HEMM1 688-9540 PLANT NI'NG 688-9535 Town of forth Andover 4 ORT" O— Office of the Conservation Department Community evelopment and Services Division Witham J. Scott, Division Director 9y oR eP"a 27 Charles Street � ��cHUS�� Brian LaGrasse P ( )978 North Andover,Massachusetts 01845 Telephone 688-9530 Fax (978)688-9542 Interim Conservation Adlinistrator November 16, 2000 To: Robert Nicetta, Building Commissioner Alison Lescarbeau, Chairman, Planning Board William Sullivan, Chairman, ZBA From: Brian LaGrasse, Interim. Conservation Administrator At our Conservation Commission meeting held on November 15, 2000 the following decisions were approved: 242-1044 428 Winter Street This NOI was for the construction of a replacement septic system and associated grading within the Buffer Zone of a BVW. The Order of Conditions was approved as drafted for this project. 242-1046 314 Rea Street This NOI was also for the construction of a replacement septic system and associated grading within the Buffer Zone of a BVW. The Order of Conditions was approved as drafted for this project. 242-1049 659 Forest Street The Order of Conditions was approved as drafted for this NOI which was for the construction of a septic system and associated grading within the Buffer Zone of a BVW. 242-1047 212 Haymeadow Road This NOI was for the construction of a replacement of a failing septic system and associated grading within the Buffer Zone of a BVW. The Order of Conditions was approved as drafted for this project. If you would like a copy of the Order of Conditions please contact the Conservation Department. CC: Scott Masse, Chairman, Conservation Commission ,t-Ieidi Griffin, Town Planner ,/Sandra Starr, Board of Health Administrator BOARD OF APPEALS 638-9541 BUILDING 688-9515 CONSERVATION 688-9530 .HEALTH 688-9540 PLXNTNINC}688-95.35 y 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 or requirements. *****************************APPLICANT FILLS OUT THIS SECTION*********************** APPLICANT PHONE LOCATION: Assessor's Map Number PARCEL SUBDIVISION LOT(S) STREET &AV ,,, 1d0 ST. NUMBER *****************************************OFFICIAL USE ONLY*********************************** RE T O S OF TOWN AGENTS: C ERVATION ADMINISTRATOR DATE APPROVED 6 DATE REJECTED COMMENTS ✓ V v I TOWN PLANNER DATE APPROVED DATE REJECTED COMMENTS FOOD INSPECTOR-HEALTH DATE APPROVED DATE REJECTED SEPTIC INSPECTOR-HEALTH DATE APPROVED - DATE REJECTED COMMENTS PUBLIC WORKS - SEWER/WATER CONNECTIONS DRIVEWAY PERMIT FIRE DEPARTMENT RECEIVED BY BUILDING INSPECTOR DATE Revised 9\97 jm