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HomeMy WebLinkAboutCorrespondence - 485 FOREST STREET 3/17/1997 PROFESSIONAL ENGINEERS AND LAND SURVEYORS 160 SUMMER STREET k'i/1WC°:RIdILL, MASSACHUSETTS 01830 (508)3710310 FAX; (508) 372-3360 I March 17, 1997 Ms. Sandra Starr North Andover Board of Health. 146 Main Street North Andover, MA 01.845 Re: Lot 1 A Long Pasture Dear Ms. Starr: Thank you for your recent comments on the septic system design for the above referenced location. I have the following responses to your reasons for disapproval: 1. The capacity of the proposed pump over a range of head values is shown on the Pump Selection Curve. The design operating point that corresponds to the predicted system demand has been added to the curve. The actual pumping rate will vary with the changes in total dynamic head within the system. 2. Calculations indicating that the pump controls will be set to pump a dose of 1 l 1 gallons (four times per day at the design flow rate) have been added to the plan. This complies with the Title V requirement for dosing in Class I soils. 3, Calculations indicating the emergency storage volume available in the pump chamber have been added to the plan. The available emergency storage above the alarm level is 709 gallons, or approximately 1.6 days at the design flow rate. 4. The Assessors Map reference has been added to the Title Block on the plans. 5, The required note stating that the first two feet of the distribution outlet pipes from the d-box are to be laid level has been added to the Plan. Enclosed are three sets of the revised plans for your review. Please contact me if you have any questions regarding this designs. Ver- [ y ypu Phili ' . Cir siansen ^ i JUN � w ATTORNEYS AT LAW 92 HIGH STREET' MEDFORD, MASSACHUSETTS 02155 w ""° ... ROBERT G. ABRUZESE TELEPHONE:(61.7)395-5211 ANDOVER OFFICE � rI;A,Ix„J. c;oNSILV1a,,JR. FAT{; (617) 395-342 68 MAIN STRErr ANDOVER.MA01810 ROBIN M. I3ARCLAY -- (508),175-4891 XATHLEEN A. DESMOND June 6, 1996 Ms. Sandra Star, Director Board of Health Town of North Andover North Andover Town Hall 120 Main Street North Andover, MA 01845 RE: Long Pastures Development, N. Andover, Massachusetts Dear Ms. Star: As you may recall, I had several meetings with you and various Town officials last year to discuss my concerns with regard to the Long Pastures Development. As described in a letter dated June 21, 1995 (copy attached) , I indicated that we may experience a serious problem with our well water and flooding should this development go forward as planned. Mr. Mahoney, who has since departed for Russia, assured me that if, indeed, a problem would be created he would negotiate on my behalf with the developer to, at a minimum, see that we were hooked up to the public water system at no charge. Further, you advised me that the development could not proceed until the lots were pert tested. You also committed to inspecting my land in my presence with reference to this problem. I was assured that the development would not proceed until these two items had been completed. However, despite numerous letters and phone calls, I never heard back from you since my last letter of September 22 , 1995. Therefore, I assume that the development was not proceeding and the issues were moot. To say the least, I was shocked to see the development is now underway without any further contact from Town officials. At this time I demand an explanation as to exactly why the development is proceeding without any attention being paid to the concerns I raised. Further, we have now been informed that yet another residential home is being constructed on a wetland resource area at 410 Forest Street. When we first moved into this property four years ago, the Conservation Department officials advised that none of this building could ever occur. We are now doubly concerned about the impact on our well system as we are undoubtedly drawing water from across the street. I spoke with the developer, Joseph Barbagallo, and he indicated that he would provide documentation to Page Two June 6, 1996 show that the new well will not draw on groundwater. However, I remain concerned as to whether or not appropriate arrangements have been made with regard to the removal of soil. Also, apparently, there has been no inspection to be sure that the new septic system will be far enough away from our well or to determine if that system will impact on the quality of the groundwater. My husband attended the public hearing on June 5, 1996 but had to leave early before the matter was addressed. Therefore, consider this letter as our objection to any construction at 410 Forest Street unless and until our concerns are resolved. I hope I will hear back from you within the next week; otherwise, I will be required to take further action. Thank you for your anticipated cooperation. Very truly yours, Robin M. Barclay RMB:rmc Enclosure cc: Planning Board Conservation Commission Board of Selectmen Mr. Robert Halpin Town Manager 95-338.1tr I RUZESE, CONSILVIO & BARCLAY ATTORNEYS AT LAW 92 HIGH STREET MEDFORD, MASSACHUSETTS 02155 (617) 395-5211 ROBERT G. ABRUZESE FAX(617) 395-3420 FELIX J. CONSILVIO,JR. ROBIN M. BARCLAY KATHLEEN A. DESMOND June 21,1995 VIA TELECOPIER - 508-688-9556 CERTIFIED MAIL - RETURN RECEIPT and First Class Mail Planning Board Town of North Andover North Andover Town Hall 120 Main Street North Andover, MA 01845 Conservation Commission Town of North Andover North Andover Town Hall 120 Main Street North Andover, MA 01845 Board. of Selectmen Town of North Andover North Andover Town Hall 120 Main Street North Andover, MA 01845 Mr. James Gordon Town Manager Town of North Andover North Andover Town Hall 120 Main Street North Andover, MA 01845 RE: Long Pastures Development pear"Sir/Madam: Please be advised that I have been a,' resident of 425 Forest Street in North Andover for the past ' three years. Late last evening it came to my attention that the Town Planning Board was about to approve the building of a development in the wetlands behind my property. Consider this letter as a demand that the Town cease all activity relative to approving plans for such a Page Two June 21, 1995 development and, further, that the Town take all actions necessary to stop any building from being commenced until proper procedures are followed relative to notice to abutters. Three years ago, when I purchased my 3-1/2 acre lot, I inquired of Town officials, including the Conservation Commission, as to how much of my 2+ acre of undeveloped land I would be permitted to clear. I was informed at that time that the most land that could be cleared was approximately one-half acre and that I would not be allowed to interfere further with the wetlands because out that of the neintends to approve themclearanceo of 16 acr slot the Town wetlands in this exact same area. Approximately one year ago I heard through a neighbor that a developer intended to seek Town approval fo ebuild immediately of at15 home development in the wetlands behind my property. contacted Town officials to express my concerns. I was, however, informed that the Town intended to deny 'these plans and that under no circumstances would any building be allowed in that area. For this reason, the Town felt that no notice to abutters was necessary. I have heard nothing since March of 1994 . My initial concerns should be abundantly clear. I am most interested in seeing the environmental impact study and any expert reports which determined that the clearance of 16 acres of wetlands will have no negative environmental impact. Also, if the developer n e entitled to and I ma o feel freecto clear our wetlands, ourremaining undeveloped neighbors Y acres. In addition, I have been informed that the developer intends to change the elevation of the land which will cause a" serious negative impact to my property as well as the other abutters' lots. Prior to my moving in to 425 Forest Street I understand that there was a serious problem with flooding in the lower_ levels of my land which would be the same exact area which would be impacted by the runoff from the planned elevation at Long Pastures. Also, I am serviced by well water and a septic system. I understand that the new homes will be on Town water but will be permitted to have septic systems. Therefore, the problems with runoff anticipated and the additional septic systems will cause serious problems with my well water and my leaching field as well as those of my neighbors. , Therefore, I demand to review the expert analysis performed on behalf of the Town that will demonstrate that we have no reason for concern. Should this building commence bed in negative impact be discovered, I assure you, litigation with the Town. Therefore, I strongly urge the Town to provide notice and an opportunity to be heard by all of us who will be negatively impacted by this development. Page Three June 21, 1995 Further, in reviewing the plans last night, I was shocked to see that we are not even listed as abutters, the former owners are, and I have a serious problem with the Town' s lack of regard for existing citizens ' concerns. My demands are as follows: 1. No further action to approve the plan be taken and that the Town prohibit any building without proper notice to abutters. 2 . That copies of all . relevant documents, including expert reports and Court pleadings, if any, be made accessible to the abutters immediately. 3 . That a meeting be held with all abutters and Town officials for the purpose of informing us as to exactly what is going on with this development and what the Town has done to protect our interests; and finally, 4 . Following this meeting, that a public hearing be held for the purpose of permitting the abutters an opportunity to express our complaints or concerns. Again, I expect that the aforementioned steps will be taken immediately and that someone will contact my office by the end of business tomorrow with a full explanation. Otherwise, I assure you, I will commence litigation, and I hope that the Town is prepared to pay the high costs anticipated. I. am deeply worried about the negative impact of these proposals on my land, and I will not stand by and allow the Town to ignore my concerns. Thank you. Ve 7ul ✓ y o s, Robin M. Barclay RMB:rmc \95\95-338.1tr PLAN REVIEW CHECKLIST S 1:2­9,: ,�I��-, ENGINEER_- ADDRESS P_ENERAL LE 3 COPIES STAMP LOCUS S NORTH ARROW. CA CONTOURS PROFILE_L- SECTION- BENCHMARK SOIL & PERCS ELEVATIONS— WETS . DISCLAIMER e,­"' WELLS & WETS-- WATERSHED?-A/42 DRIVEWAY Elev) WATER LINE FDN DRAIN SCH40 L.-,,, TESTS CURRENT? SOIL EVAL _SEPTIC TANK . 17 DROP GRINDER ) (2 comps +200) MIN 150OG INVERT GARB. _4L 10 ' To FDN a ,w MANHOLE_ ELEV— GW— # COMPS. GB P-BQX SIZE # LINES FIRST 21 LEVEL STATEMENT_ 15 INLET (211 OR . 17 FT) TEE REQ'D?-±-Lll OUTLET I)— 3- _LEACHING MIN 440 GPD? RESERVE AREAL-""' 41 FROM PRIMARY?_ 2% SLOPE- 100 1 TO WETLANDS 100 ' TO WELLS 41 TO S.H.GW (51 >2M/IN) 201 TO FND & INTRCPTR DRAINS 4001 TO SURFACE H2O SUPP—6— 41 PERM. SOIL BELOW FACILITY MIN 1211 COVER FILLQ 411,11( 15 ' ) BREAKOUT MET? _TRENCHES MIN 440 gpd SLOPE (min .005 or 611/100 ' ) SIDEWALL DIST. 3X EFF. W OR D (MIN 6 ' ) RESERVE BETWEEN TRENCHES? IN FILL? BE 10 ' MIN. 411 PEA STONE? VENT? (>31 COVER; LINES >501 ) T1- = TOT BOT + SIDE X LDNG (L x W x #) (DxLx2x#) -CG/ft2) Copyright (D 1996 by S.L. Starr PITS MIN 440 LEACHING C MIN 1 13 'x16 ' ) PIT MANHOLE/PIT LEA GW MIN 4 ' BELOW BOTTOM EXC 2x EFF W OR D 12"-48" STONE BOT _ + SIDE _ x LOAD = TOTAL (L x W x #) (2x(L+W)xD x #) (G/ft2) _CHAMBERS MIN 440 LEACHING GW MIN 4" BELOW COVER >3 FT - VENT MANHOLES 12"-48" STONE SPLASH PADS SLOPE .005 — BED/TRENCH _(Bed max. 60 ' X 60 ' ) MIN 13 ' X 16 ' PIT BOT + SIDE X LOAD—= TOTAL (L x W x ) (2 x (L+W)xD x #) (G/ft2) FIELD MIN 440 GPD 90 GW MIN 4 ' BELOW BOTTOM OF FIELD PIPE ENDS ,JOINED?`'` - 411 PEA ST NE? DIST LINE SLOPE .005? >3 ' COVER®VENT cr --.. SCH 40 '° `` M.T.N. 121'..,.COVER _.... RATE (_ X ) X = TOTAL -- L W LDG D®SINQ TPNXS AND RUMP DIMENSIONS X X PUMP CAPACITY ) 9Pm L W D Vol . DISCHARGE SIZE , a> , -,. DISCHARGE RATE DISCHARGE TIME 2,0( gpm MANHOLES TO GRADE ' ALARM SEP . CIRC. 1,, GW /, in. 1 ' below inlet) HWL ?M 1 LWL - CHECK VALVE_L * -' BLEEDER HOLE wM °° MANUAL OP . SWITCH " ENUF STORAGE? TDH WEIGHTED? Copyright (D 1996 by S.L. Starr 19 PROFESSIONAL ENGINEERS AND LAND SURVEYORS 160 SUMMER STREET HAVERHUL.,%1ASSACHUSETTS 01830 (508)373-0310 FAk (508) 372-0960 TO - Ms . Sandra. Starr Board of Health North Andover � rj I � RE : septic System Design Mans Date ro This design is i - a new submittal a revision with the following changes FORM 11 - SOIL, EVALUATOR FORM Page 1 of 3 Date: No Commonwealth of Massachusetts Massachusetts ail ►� zcia�a iii Assess uld or On-site Sewa is Msal a its. �:an ✓^r .. _ Date: ., .. Performed By.` Witnessed By: ........, � : � . ...`. .. ". .d~ _�. l t'r k =12:jAddress,�^ Owner's Name,Tele lane M ^Address,and .� �".,�,'� Q� .��. P d� &' C..N ..�`a ��� rp�'"rRepair ❑ Office Review Yes Published Soil Survey Available: No ❑Publication Scale ,` . .,` a Soil Map Unites :........... .,� ...r,... Year Published ....... .. ........ ........................... Drainage Class XL45% ... Soil Limitations .................... Surfieiai Geologic Report Available: No a F]Yes Year Published Publication Scale - Geologic Material (Map Unit) ...................................................................... ................ . ..__. Landform ........................................................... ........................................... 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: __._.............:.......... maunit ...:.................................................... ..._ . .__ National Wetland Inventory Map (map ) unit ............................................................. Wetlands Conservancy Program Map (map ) Current Water Resource Conditions (USGS): Month Range :Above Normal ❑Normal ❑Belc v Normal ❑ Other References Reviewed: DEP APPROVED F0101-12/07/95 FORIM 11 - ,SOIL, EVALUATOR FORM Vega 2 of 3 Location Address or Lot fro. On-site Re view 2 1(:w� Weather 1 Deep Hole Number �, Gate:.. Time:. g f' >� ., plan) Location (Y on site Slope (°/a) Surface Stones ^ u Vegetation .f df. :' (. g t ► fP-f i" .,.:. Landform ... G L17... ....... . .... Position on,landscape (sketch on the back) Distances from: feet Open Water Body feet Drainage way Possible Wet Area .^ feet Property Line . a (' feet Drinking Water Well feet Other EEC' OBSERVATION HOLE Other Depth from Sail Horizon Soil Texture Soil Color Soil Gravel) Surface (inches) (USDA) (Munsell) Mottling (Structure.Stones, Boulders, Consistency, °o 6. w . 104 w/t A�t'p�f �f of ��� �� „� a C . fl,�J F"", C" tlt x(1^2, 1 to s . 6 a C ,� •��� " 1� DepthtoBedrock: m Pit Facer "¢M Parent Material (geologic! sf t" Weeping f from �" -- Depth to Groundwater. Standing Water in the Hole: Estimated Seasonal High Ground Water: eEP APPROVED FORM- 12107/95 FORNI 11 m SOIL, EVALUATOR OR FORM Pa e ' of 3 Location Address or Lot No. �d� � � On—site evew / &, . .... Weather C �, Date...��..�����/ P Deep Hole Number / +:.. Time ...:.:.,,:.:. Location (identify on site plan) o Surface Stones fl✓ Land Use W Do�J.s Slope ( /o) � Vegetation W H1.1T Pl v� .�.. pi r c Pf�! f .!�?a4W�r Landform _. OL4 i:;W✓1.,�vf_,NCw91nJ Position on-landscape (sketch on the back) Distances from: feet Drainage way feet Open Water Body,, g... Possible Wet Area 910 � -. feet Property Line t� � feet Drinking Water Well - - feet Other DE I E 111 P RVATION HOL '0G* Soil Other Depth from Soil Horizon soil Texture Munseltoll Mottling (Structure, Stones, Boulders, Consistency, Surface (Inches) �t"Ii"'' v'4 —0o i's f o`j n 91 4:'tot,,! C h'. � ��� � r w ,6 a c t I �s r , DepthtoBedrock: or Parent Material (geologic) ��qc:�/1 l vv f°t.,if, Weeping from Pit Face. � Depth to Groundwater; Standing water in the Hole; at Estimated Seasonal High Ground Water: DEP APPROVED FORNI- 12107/95 FORM 11 - SOIL EVALUATOR ATOR FORM Page -" of 3 Location Address or Lot Ao. r" / It-site Review Time ¢ Weather Deep Hole Number Ors. Date .::. . .' ...,.. . .. ....:.:::. Location (identify on site plan) CU i3s Slope (%) 0 ­3 Surface Stones N Land Use � .. p�.1�, Vegetarian i�t11►� ICI/v� ►,.P1 r0l Ptl!'f.j ..Mf+l4U-1 k�SJ Landform .. c3U.i:..w;9. t4 ..I' ;�t►nJ Position on-landscape (sketch on the back) Distances from: feet Open Water Body feet Drainage way �� d feet Property Line �." Z- . fe Possible Wet Area "f et Drinking Water Well feet Other DEEP OBSERVATION ION HOLE _O a Soil Soil Other Depth from Soil Horizon Soil Texture e ((Munselol) Mottling (Structure, Stones,G Boulders, Consistency, °!o Surface (Inches) „• I�' of- `C'r .....t 4011fF1 t:9 ia� :.� Parent Material (geologic) s!s'(,,q`'jW' UU! 1'Q!1'J9_1 Depthto Pit Face: Depth to Groundwater: Standing Water in the Hole: — q d Estimated Seasonal High Ground Water: DGP APPROVED FORM- 12107/95 FORM 11 - SOIL EVALUATOR FORM Page 3 of 3 a d Location Address or Lot No. p I I �. � � .i. Determination for Seasonal Hivah Water Table Method Used: ❑ Depth observed standing in observation hole... inches ❑ Depth weeping from side of observation hole inches Depth to soil mottles ...,.: 2' 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 M d'" 4 (date) I have passed the soil evaluator examination approved by the Depar ment of Enviranmental Protection and that the above analysis was performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. u Signature pA44,111 Date / " DEP APPROVED FORM- 12/07/95 FORM 1 - PEI RCOLA'TION 'TEST te Location Address or Lot No. ( ���:.i �`(0&1& f�� q"I A „ COMMONWEALTH OF MASSACHUSETTS ,(Wz�..("14 Massachusetts Percolation 'Test* Date: Time:,. . c � ! °a°L Observation Hole # Depth of Perc Start Pre-soak End Pre-soak �.: �� i� .��., �� �.. r Time at 12" Time at 9" Time at 6" Time (9"-6") Rate Min./Inch Minimum of 1 percolation test must be performed in both the primary area AND reserve area. Site Passed Site Failed ....................................................................................:...................................................... .......... 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