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Home My WebLink AboutCorrespondence - 37 CARLTON LANE 6/14/2001 Town of North Andover t%ORTH ��Ob�"K.. 4.16 t 0-Office of the Health Department to Community Development and Services Division William J.Scott Division Director 27 Charles Street SSgcHUS North Andover,Massachusetts 01845 Sandra Starr Telephone (978)688-9540 Health Director Fax (978)688-9542 June 14,2001 Mr. Michael Dambach 37 Carlton Lane North Andover,MA 01845 Re: Application for 3 room in-law apartment Dear Mr.Dambach: Your application for an addition at 37 Carlton Lane has been reviewed by the Health Department. The application was denied on May 17,2001 for the following reasons: 1. W/ Missing information 2. 0 Passing Title 5 inspection of septic system required La�ation of s umiremot-aeee table To address the problem(s): If#1 is checked, please supply: Da Floor plan of existing and proposed addition b. Certified plot plan showing house,septic system and proposed project in scale If#2 is checked: a. Have the septic system inspected by a certified Title 5 inspector to determine the size of the system and whether it is operating properly: OR b. Tie-in to municipal sewer If#3 is checked: a. Relocate the project Please feel free to call the Health Office at 978-688-9540 with any questions you may have. Sincerely, Sandra Starr, Health Director Cc: Building Department File BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 NURSE 688-9543 PLANnUNGr 688-9535 FORM U ® LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all-necessary approval/permits from — 3._ Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and or landowner from compliance with any applicable requirements. ®....rr.rrr...®r®.m.®.Dow ..®®rr.®...rr.■®®®..®..■.r.r..rr..r......rr......■ APPLICANT 'M i CC�-PHONE R 7�-J-- `. (J l ASSESSORS MAP NUMBER li)(,)c LOT NUMBER SUBDIVISION LOT NUMBER STREET....::.Q-f ku r1 .�:: ............STREET..NUMBER own.(,..a....... OFFICIAL USE ONLY ............................................■.............................■ RECOMMENDATIONS OF TOWN AGENTS �.■•■r........■■r.■■rr■�........rrrr..■•..■■■■rr...r.rr.rrr.rr..r..........■ DATE APPROVED CONSERVATIONADMINLSTRATOR DATE REJECTED CONIIMIENT'S DATE APPROVED TOWN PLANNER DATE REJECTED CONRVIENTS DATE APPROVED FOOD INSPECTOR-HEALTH DATE REJECTED j DATE APPROVED / Q SEPTIC INSPECTOR-HEALTH COMMENTS PUBLIC WORKS-SEWER/WATER CONNECTIONS DRIVEWAY PERMIT DATE APPROVED FIRE DEPARTMENT DATE REJECTED COMMENTS RECEIVED BY BUILDING INSPECTOR DATE SEPTIC PLAN SUBMITTAL FORM LOCATION: ? A 1-1 NEW PLANS: YE $125.00/Plan REVISED PLANS: YES $ 60.00/Plan SITE EVALUATION FORMS INCLUDED: YES 7 NO DATE:l ice'-!—' DESIGN ENGINEER: N;r VII FN it-AN(2 N t: L 2k,' 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 Port Engineering. When the submission is all in place, route to the Health Secretary. C Town of North Andover, Massachusetts Form Wo.2 BOARD OF HEALTH �{ j L P i ; DESIGN APPROVAL FOR ss"C"�5`t SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM Applicant Test No. 1 Site Location Reference Plans and Specs. 'ENGINEER DES N DATE Permission is granted for an individual soil absorption sewage disposal system to be installed in accordance with regulations of Board of Health. CHAIRMAN,BOARD OF HEALTH Fee Site System Permit No. .. ...................... ........... NEW LAND ENGINEERING SEIRVICES ................ .............. April 3, 2001 Susan Ford North Andover Health Department Town Hall Annex 27 Charles Street North Andover, MA 01845 Re: 37 Carlton Lane Dear Susan: Enclosed are 5 sets of revised plans for the above referenced project. The water table has been adjusted and the system has been raised to comply with the request of the town consultant. It must be noted that this office disagrees with the way the water table was determined. The worst case test pit was used to determine the water table, however there are two test pits closet to the area of the system that have deeper water tables due to the amount of fill in the area. It is the feeling of this office that the approach being used is a CYA approach and does a disservice to the property owner. Sincerely, Benjamin C. O EIT President ................... .............. 60 BEEC•WOOD DRIVE..NORT14 ANDOVER, MA 01845-(97'8)686-1768 (888)3597645- FAX(978)685-W99 Town of North Andover Office of the health Department Community Development and Services Divisi®n o9p�x x. ter William J. Scott,Division Director K �TfU- �^ ,.PP�y.`1J 27 Charles Street 9SSAC►+U North Andover,Massachusetts 01845 Sandra Starr Telephone (978)688-9540 Health Director Fax (978)688-9542 April 6, 2001 Ben Osgood, Jr. New England Engineering 60 Beechwood Drive No. Andover, MA 01845 Re: 37 Carlton Lane m Dear Ben: This is to notify you that the revised plans dated 4/4/01 for the repair of the septic system for 37 Carlton Lane have been 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 S S/smc cc: Dambach File BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 NLTRSE 688-9543 PLANNING 688-9535 Office Town of North Andover . the Health l h pMr l rtf C-oinin°ujrdty � 11Ip� Scott, and�. ,� "e "m , i ,'J. " n 27('hades Street Sand Starr North Andovell, %lassachtisetts 01845 Telephone(978)688-9540 Health DirIael€;r t'ix (978)688-9542 March 30, 2001 Ben Osgood, Jr. New England Engineering 60 Beechwood Drive No. Andover, MA 01845 Re: 37 Carlton Street Dear Ben: This is to inform you that the proposed plans for the site referenced above have been disapproved and have technical deficiencies as followed: • Final grades must be adjusted to provide a minimum of 15-foot horizontal separation between the soil absorption area and the adjacent side slope as required by CMR 15.255(2). • Groundwater separation not adjusted to the highest existing grade as required by 310 CMR 15.240(1). It appears that the leaching field needs to be raised by approximately 1.3 feet. You must use shallowest water table as found in test pit one (36 inches) and highest elevation point within the system which is estimated at 91.6. If you have any questions, please do not hesitate to call the Board of Health Office. Sincerely, Sandra Starr, R.S., C.H.O. Health Director cc: Dambach file BI IIIDI'NG 699-9545 CON",FAV A"I ION 6flk'-.9530 Nltl lI ST" 688-9543 I'I ANNINC r lak,!'P)53.5 SEPTIC PLAN SUBMITTAL FORM LOCATION: � C=L iz a NEW PLANS: YES $125.00/Plan REVISED PLANS: YES $ 60.00/Plan SITE EVALUATION FORMS INCLUDED: YES NO DATE: 31 j 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 Port Engineering. When the submission is all in place, route to the Health Secretary. NEW ENGLAND ENGINEERING SERVICES ............,..._.. ........._......_...._......W.....W......._..............._..-........... ..... C ...................... March 26, 2001 Sandra Starr, Administrator North Andover Health Department Town Hall Annex 27 Charles Street North Andover, MA 01845 Re: 37 Carlton Lane,North Andover, Septic system.design Dear Sandra: Enclosed are the following documents concerning the above referenced property. 1. 5 sets of revised design plans, 1 with original signature. 2. Submittal form for approval. 3. Check to cover the fee. If you have any questions please do not hesitate to contact this office, Sincerely, Benjanl"m C. Osgood, r., EIT President 4 Rill 2 2()()1 GAS) BEECF1W<u)t'D C)RIV -NORTH ANDOVER, MA 01845...( 78)686,1768-(888)359-7645. FAX(978)685-.1099 '... Town of Forth Andover AORTH 0 4t.lD 4° .yo Office of the Health Department Community Development and Services Division # � _ � * William J.Scott/Division Director DRATD P¢y�5 27 Charles Street y�SSACHUSE� North Andover,Massachusetts 01845 Sandra Starr Telephone (978)688-9540 Health Director Fax (978)688-9542 March 19, 2001 Ben Osgood, Jr. New England Engineering 60 Beechwood Drive No. Andover, MA 01845 Re: 37 Carlton Street Dear Ben: This is to inform you that the proposed plans for the site referenced above have been disapproved and have technical deficiencies as followed: • Final grades must be adjusted to provide a minimum of 15-foot horizontal separation between the soil absorption area and the adjacent side slope as required by CMR 15.255(2). • Groundwater separation not adjusted to the highest existing grade as required by 310 CMR 15.240(1). It appears that the leaching field needs to be raised by approximately 1.3 feet. If you have any questions, please do not hesitate to can the Board of Health Office. Sincerely, Sandra Starr, R.S., C.H.O. Health Director cc: Dambach file BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 NURSE 688-9543 PLANNING 688-9535 Note to File: March 14, 2000 37 Carlton Lane New owner wants to add in-law apartment. Existing leach bed looks large enough to handle flow, however, system appears to be less than 4 feet to groundwater. For new construction the septic system must meet all requirements of Title 5 —in this case the 4 feet to groundwater and a reserve area. Suggested that deep hole test be done to ascertain groundwater and test for reserve area. Info. Confirmed by Claire Golden at DER S. Starr > n Q CD (D lJj n o ry > I ` a Ab ric a a n ° ° o c m X30 N v 1 O � TI C m cfl n i( D W 0 Q ° 4 cu O -s { (D t _ ° r m rn c 3 c cu n c o j n. J M i Z5 Qs- i f J Ol i� II L ii Ir _-C4 l 'i f! l - 1. Mar.... 15-01 : 4 P P a t.i l D. 'T t.ar b i cl „ P rm:f P l._ 978-4-65--0313 P. 03 1 �an � Z.January��, �:Vv a f Sandra Starr North Andover Board of Health Administrator office of Community Development and Services 10 : ch l±l "Street. latt A7 c'.oritnn I.ltw'le . .®�4A� ® a a:V las:w evsu !✓.V.aa,s ew a.r�.+w.ww w ,+,* — , —....____... `I Dear Sandra, i ttw yw . -. �r 'n .�.«., � pu6•ra A".i n4cw mYA C��.s 9v crlp p-gip' Enclosed 'find our review or the`�nectcelst Tor tlottit mljuvaz, oeptic 1 the septic system upgrade at the above-mentioned sue. r ale JoIJ W11 a.�a n3L X11 technical deficiencies that Port Engineering has found. r., Dins-1 ara.des must be adiusted to provide a minimum of 15-foot horizontal st p% aric,n between the soil absorption area and the adjacent side slope as required liar rT%4-P v; ..�. r�xv,e r"fir n nr!t �,Ifi;lletl�rt to the highest existing grade as required by U %JJCAUJa6b VVU&WA. uw+�saa+..mc.ar.. a «._J.�.,..e..,... _ __ - , _ �^v ,r ,nn /,� va � �.,�.w 4ho+:lam 9emYhing riold needs,,to he raised by J a V k,livtlk t J. mroV`l j. Bc cxaltsasu s esnaan e- approxirnzateay L3 lu t. M If you have any questions or comments please feet free to contact 11l e. LIVUHULLoatlVU Civil Engineers& d b Land Surveyor,* one Harris Street a Newrburyport,MA t�1950y p/Y \\ r,ver ABII\IJ2884\CARLTON LANE 37.DOC . ..................... _ .__. ..w_-.M_-------------__._ ..._..__._......., . ._ . _..... _............ ._...._._.................................... ... _..... ........ ._.w NEW ENGLAND ENGINEERING SERVICES .. .._.........._._.....,..._......,._....................._. _.... ............ ..._......_......... .. INC ..... _ .._. w._....,_. ... ..._. .w. w.... ........................... ud.w q� January 17, 2001 Sandra Staff, Administrator North Andover Health Department Town Hall Annex 27 Charles Street North Andover, MA 01845 Re: 37 Carlton Lane, North Andover, Septic system design Dear Sandra: Enclosed are the following documents concerning the above referenced property. 1. 5 sets of design plans, I with original signature. 2. Submittal form for approval. 3. Check to cover the fee. 4. Soil evaluator sheets. If you have any questions please do not hesitate to contact this office. Sincerely, Benj2in.C. Osgood, Jr., EIT President 60 BEECHWOOD DRIVE-PIORT'H ANDOVER, PEA 01845..(978)686-1768..(888)359-764E5-MAX (9.78)666-10199 F°O li m SOIL EV'A.I UA`roR FORM Page I of No, / Date, Commonwealth of Massachusetts Perlornned By: ��( . ...................... -..... !✓ . „.. Date: WitnessedBy: ........... ....... . ...........,,...,.,.,...,.,,.....,.,.... Lsxwft Addmi Of j j C iY °V oww'c Nam Lot M Addtehs,and c&yv T61&PhQK 17 Offi e 1<tevieiw Published Soil Survey Available: No El Yes Publication Scale �� ......r....... . Soil Map Unit Year Published /'� �......., � Drainage Class a'a!�4.4........... Soil Limitations '�...,�� .... /.��.....�°,5�,�......................_.k .__..... Surficial Geologic Report Available: No K Yes El Year Published �w . Publication Scale x v fi,m Geologic Material (Map Unit) °"........... ................................................................................................... .._..,.. ..............,.....,......_. Landform .............................................................,...............................,..,..,.,......................,,,.,..,...............I.................. ............._ ...., . .,_..,., 4 Flood Insurance Rate Map: Above 500 year flood boundary No VRyes Within 500 year flood boundary No Dyes El Within 100 year flood boundary No 0Ye5 Wetland Area: National Wetland Inventory Map (map unit) ............................................................. ......., Wetlands Conservancy Program Map(map unit) .................................................................... .....,....._..........,. Current Water Resource Conditions (USGS): Months v , Range :Above Normal ONormal khelcwNormal Other References Reviewed: -�- - %r DEP APPROV0 Fori.M^12/07195 FORM I1 - SOIL EVALUATOR IRORM Page 2 of 3 Location Address or Lot i4o. Deep Hole Number ..� Date rime;. ,/ Weather<��Zy/—. Location (identify on site plan) ~,,, Lend Use Slope M .�,. Surface Stones Vegetation . Land€arm Position on landscape (sketch on the back) Distances from; Open Water Body -4ek0' feet Drainage way ' feet Possible Wet Area feet Property Line •... 1.W..... feet Drinking Water Well . .(..dQ feet Other DEEP OBSERVATION MOLE LOG* Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(Inches) (USDA) (Munselt) Mottling (Structure,Stones,Boulders, Consistency, Gravel) Parent Material{geologic) / -e- -- — apthtoBedrock: �a Depth jo i0roundUllir• Standing Water in the Hole: Weeping from Pit Face: Estimated Seasonal High Ground Water: ' y DEP"PROVED FORM-12/07195 FORM 11 1 o SOIL, EVALUATOR i+ORM Wage 2 of 3 Location Address or Lot iqo. � X,C� On-site Review Deep Hole Number a Date: �� Time:.��, d� Q 0 • Weathet..�.�� O Location (ide iffy on site plan) •., � ....� .... . ..,..._.w...�.,.. . Land Use �T5/,4t T.r0L. Slope (9'01 .. 1. Surface Stones Vegetation .�.......•. . . .. .�... .,.,... „,��. M�, , ., . . Landform ..,. .... / .�., �1 •��iv ,: . . Position on landscape (sketch on the back) .. �! -'�-- ,•• �� . Distances from: Open Water Body feet Drainage way Possible Wet Area feet Property Line .... - ..., feet Drinking Water Well feet Other DEEP OBSERVATION MOLE LOGS Depth from Sall Horizon Solt Texture Soil Color Soil Surface(Inches) (USDA) (Munsell) Mottling ther 8 (Structure,Stones,Boulders,Consistency, °k Gravel) ;:F4 PU Parent Matorial(geologic) 71-44— Depu tosedrnok: ` Depth t4 Groundwater: Standing Water in the Hole: Weeping from Pit Face: Fsvmated Seasonal High Ground Water•_ UFP APPROVED FORA)-12107/95 FORM 11 - SOIL L VALUATOR FOB rake 3 of 3 Location Address or Lot �Ue� �,�or�n�Qnar .�Izg Water ay,e Method Used: ❑ Depth observed standing in observation hole............•. . inches �❑ Depth weeping from side of observation hole .......... inches v Depth to soil mottles .. .,. inches •363` ❑ Ground water adjustment ....•............. feet ? �"¢/v .- 16 Index Well Number .................. Reading Date •••••••••••••••••.. Index well level Adjustment factor ................... Adjusted ground water level ...•.•................................. De th o ur Occurrin P rvio s M t 'a Does at least four feet of naturally occurrin observed throughout the area proposed for the soil absorption system?�n 1�reas If not, what is the f� depth of naturally occurring pervious material? Certification I certify that on (date) I have passed the soil evaluator examination approved by the p rtment 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 7. Signatur Date DEP APPROVED FORM•12/07/95 V I'ORM 11 a SOIL. EVALUATOR FORM Page z of 3 Location Address or Lot Deep Hale Number .. Data ' : <.., �l 30 Weather Location (identify on site plan) � Time:^,wCfi ?• LandUse ,��' .,.,,,�,...,�,• ,V. �,,. ,.�„�,, ��. , .�..,.,,,.. ...............�,.. , . YwY. �. , Slope (oi6) . ...Z . Surface Stone s -- Vegetation 3. . .. . _ � �, �... , ... . landform Position on landscape (sketch on the back) ,.;�'!,�,, ��o � � •�' � � � " Distances from: Open Water Body 4'� feet Drainage way feet Possiblo Wet Area•�, feet Property Una ,, feet Drinking Water Weil__,** /�F� feet Other DEEP OBSERVATION HOLE LOG Depth from Soil Horuon Soil Texture Soil Color Soil other Surface(inches) (USDA) (Munseli) Nettling (Structure,atones,Boulders, Consistency, % Owlaravop • sy� Parent Materiel(miouia ' peAthtoaedrook: ` Depth lS.QQk nibya,r; Standing Water in the Hole: Weeping from Pit Face: Eaprnated Seasonal High around Water:_ — FORM It a SOIL EVALUATOR 1FORNI . Page z of 3 Location Address or Lot too:--�� a1��51�,1�' .yfnw Deep Hole Number _'"�,. Date:.�,0�`S�If� Time:. Location Vdenjffy on plan) w .Gx WeatherC Land Use Slope f36) ~ Z� r..,�,,.,.w...�� , �.�,�„ .w...,•,,.,.,�,k . . .w�.. �. Vegetation , w�° V,5 Surface Stones , Landform ,., , I... .!�1r?. �/, . . ...w. .. .v.... w -�,� r�,_,.• . . ,. Position on landscape (sketch on the back) Dlstences from: „ ,�. ,.,..... ..,, Open Water Sody feet [drainage way feet Possible Wet Area feet Property Line ...� ,, feet Drinking Water Wet(>. �!?�. foet Other DEED' QBSER ION MOLE LOG" ep th from Sop Horizon Soil Texture Soil Color Soil Srface(Inches) (USDA) (Muneell) Mottli o"f ng (Structure,Stones,Boulders,Consistency, % • Oravel) ALL /Ow/20-6 Owl ;:14 id Parent Material(goologfv) -----�---�_ o8edmk: I .i4. r r Standing Water in the Nole: - Eajlmated Sassonel High Ground Water: Waepfng from Pit Face: �� lr'4N o?5Y ��