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HomeMy WebLinkAboutCorrespondence - 80 LOST POND LANE 4/15/1996 �l""V APR 1 6 pt"(; - 1 S ..d d SSOCIXrES, �, April 15, 1996 Sandra Starr, R.S. North Andover Board of Health 146 Main Street North Andover, MA 01845 Re: Lot#3, Lost Pond Lane Dear Sandy: We are in receipt of your disapproval letter for Lot #3, Lost Pond Lane, dated April 3, 1996.. Please find enclosed 3 copies of the revised plan reflecting the changes per your requests in the above-referenced letter. Please note, however, that your first request has not been met. Please remember that on our January 30, 1996 meeting we discussed the redox issue extensively and concluded that a ground water gradient would more than likely be found as you examine the subsurface profile from the lower system area to the upper part of the knoll. Please see the sketch, in the profile area, on the plan dated 12/15/95 that was made during our meeting. We concluded that in order to utilize the redox elevation, the system would have to move upslope to obtain the needed area down slope to grade the system without the use of a breakout wall (Please see enclosed sketch A). We realized that if we moved the system not only would we require further testing but, most importantly, since a gradient was apparent, moving the system upslope would prove to provide the same separation distance that we now have. At this time we feel that the system area, as designed, is appropriate. For your records, please find enclosed plans and correspondence pertaining to these issues. We hope that we have resolved everything and that an approval of this design will be granted. ENGINEERS I-AND SURVEYORS LAND USE PLANNERS 447 Old Boston Road U.S. Route IN Topsfield, Mn 01983 (508) 887.8586 FAX (508) 887-3480 Sandra Starr Page 2 April 15, 1996 Thank you for your time in reviewing these matters. If we can be of further assistance, please call. Sincerely, THOMAS E. NEVE ASSOCIATES, INC. Steven Saraceno, EIT Engineer in Training Enclosures SS\ec steve\1276.doe OR T�f Town of North, Andov o¢ j�o OF1 ICE OF � 1461: n Street North Andover, Massachusetts 0I3115 WIi LAM J. SCOTT 9SSncNUStij Director October 1, 1996 Neve Associates 447 Old Boston Road Topsfield, MA 01983 Re: Lot 3 Lost Pond Dear Tom: This is to inform you that the proposed plans for the site referenced above have been disapproved for the following reasons: 1. SAS is not 4 feet above groundwater. To use groundwater gradient, hold 54 inches beneath existing surface elevation, angle SAS and step trenches; 127.3 is not acceptable for groundwater elevation throughout most of system. If you have any questions, please do not hesitate to call the Board of Health Office at the number below. Sincerely, Sandra Starr, R.S., Health Administrator BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 ,rii(..)MAS NENI�. ASSOCAIATES, ... 2 9 October 24, 1996 Sandra Starr, R.S. North Andover Board of Health 146 Main Street North Andover, MA Ol 845 Re: Lot#3 Lost Pond Lane Dear Sandra: We are in receipt of your recent disapproval letter for Lot 3 Lost Pond Lane dated October 1, 1996. We have not revised the plan to comply with your requests. We feel confident that the design water at 127.3' is appropriate for the system design. For further argument please see the letter and information sent to your attention, dated April 15, 1996. Please find enclosed copies of the system plans for the abutting lots 2 and 4. These designs, as revised, were sent to your attention and approved. You will note that the design water for lot 2 was 123.83' and that the design water for lot 4 was 125.6'. Both of these design waters used are lower than the design water proposed for lot 3 at 127.3'. This elevation is 17 higher than that used on lot 4 and approximately 3.5' higher than that used on lot 2. Again, we are very confident that the design water of 127.3' being used for the proposed system on lot 3 is accurate, if not conservative. - ENGMEERS e e LAND SURVEYORS LANE) USE PLANNERS 447 Old Boston f-load 1..1.3. Route; #f Ibpsfield, 1983 (508) 887->"586 (G' ) 887-3480 Sandra Starr Page 2 October 24, 1996 We trust that you will see our decisions make sense and share in our interests by approving the plan as previously submitted on April 11, 1996. If you should have any questions,please do not hesitate to contact our office. Sincerely, THOMAS E.NEVE ASSOCIATES, INC. Steven Saraceno, EIT Engineer in Training SS/ec Enclosures cc: Dave Kindred Steve\1276.doc Town of North Andover NORTH pF teo ,a 9ti OFFICE OF ,`2 yt, ^ �0 4. COMMUNITY DEVELOPMENT AND SERVICES A 146 Main Street " t North Andover, Massachusetts 01845 SAGHUS� April 3, 1996 Mr. Tom Neve Neve Associates 447 Old Boston Road Topsfield, MA 01983 Re: Lot#3 Lost Pond Road Dear Tom: This is to inform you that the proposed plans for the site referenced above have been disapproved for the following reasons: 1. GW in pit 94-5A indicated at 131.5. System not 4 feet above. Perhaps we may want to check GW with additional deep hole. 2. Under 78 code 25 feet of fill is required if leach area is out of ground. Can we pull this back a tad? 3. Perc elevations not present. 4. Map & parcel missing. If you have any questions, please do not hesitate to call the Board of Health Office at the number below. Sincerely, Sandra Starr, R.S., Health Administrator SS/cjp BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 NORTH Town of North Andover 3?°ry4t ' COMMUNITY DEVELOPMENT OFFICEOF COIV MUNI g I SERVICES 0 A * X 146 Main Street North Andover,Massachusetts 01845 9SSAGHU`'�t (508) 688-9533 i Thomas Neve Neve Associates 447 Old Boston Road Topsfield, MA Re: Lot #3 Lost Pond Lane Dear Tom: This is to inform you that the proposed plans for the site referenced above have been disapproved for the following reasons: 1) Only one perc done - Minimum is two per lot. (N.A. 4 . 09) 2) Please show minimum distance between leach lines and house. 3) Please re-design using one code only. (loading - 178 code; breakout - 195 code) If you have any questions, please do not hesitate to call the Board of Health Office at the number below. Sincerely, a Sandra Starr, R.S. Health Administrator SS/cjp BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 Julie Parrino D.Robert Niretta Michael Howard Sandra Starr Kathleen Bradley Colwell THOMAS E. NEVE ASSOCIATES, INC. Engineers e Land Surveyors ® Land Use Planners L� Lr�] �Lr 4QQLI�lU�lvlllJ 1�__, f 447 Boston Street US #1 TOPSFIELD, MASSACHUSETTS 01983 Dn1r_ 1Z ' IaI°>r7 JOB No 1Z°lC-c — 3 (508) 887-8586 FAX (508) 887-3480 ATTE TO Rt. BoP of NtF_A L-T� �o. A.t�flc�u�� 1�►A� o t g4r7 WE ARE SENDING YOU Attached ❑ Under separate cover via the following items: ❑ Shop drawings Vi Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION 'i?��S�P t2"1(o_3 P�-t s�1 ov.�r<►-aE� 'T� PQ-e�PnsEO sA�+t-CA+2-f 9►S'Fbs�}-L.. THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKSF►rZ wt PrPF- `-Ce-a e- 5 lvJ Vr- uscc-c"r�✓t� -- �t1rJ� YM,u v�/� '�1S��+SC� ��t'�1 �S�C�'►v1 -co {-t,{SLL-S� - ---- tX-'-5 t L=A t-� E LA C,00C -Ti I�SE- G�lA►-�C-�� ws,2E F_G/�f=w E,p W I,-rH `-'Cap--p 12 1 8 j s?,5. '�;1060 LAP �4A C49-tA—. -- '�-� COPY TO r T RECYCLED PAPER: �t l Contents:40%Pre-Consumer•10%Post•Consumer SIGNED. If enclosures are not as noted, kindly notify us at once. FORM U -- VERIFICATION FORS INSTRUCTIONS: This for is used to verif,y t}iat all necessary approval srpermits from Boards a-nd rvppartzents having jurisdiction have been obtained. This does not relieve t1le applicant cant, anti/car Lando er from complianCe with any applicable local or stake law, reculations or requirements. ************* k•k*Applicant fills out this APPLICANT: LOCATION: Assessor' s Map Number Lott -� Subdivision v_ blumber L} Street *��•�����*����e��� �����•�•�:�Offl�:i_a1. �Jse C�nly�� �� ��a ��: �����x��*����•�* RECD ENDATION"� OF TOWN AGENTS Z1. ef i/ ti w- ___ Date Approved /'i'� l " - l _�?q serval Administrator Gate kej e: ed Comments Date Approved q�) } Town Pi annex Date Rejected Comments Date Food Inspec___t_/r�r_-_ _Hea 1 t- h Date Rejected _ Date. Approved Sep c Inspector-Health Date�e Rejected Comments Public. Works - sewer/water connections - driveway permi Fire Department Received by Building Inspector _ .__ ___� -------- __ � Date NORTH ANDOVER BOARD OF HEALTH DESIGN REVIEW REPORT FEE: PERMIT e DATE RECEIVED APPLICANT , � ✓�"' MAP ADDRESS LOT # � ENG. >m STREET , µ_ w ADDRESS PLAN DATE C 1 " c.. � a .. REV. DATE CONDITIONS OF APPROVAL APPROVED DISAPPROVED SONS FOR DISAPPROVAL: gay rr A/f ✓t /. .7 aZF 19, ., n ® PLAN REVIEW CHECKLIST ADDRESS ._.. ...: o " ENGINEER µ GENERAL 3 COPIES STAMP LOCUS SCALE ,,. CONTOURS PROFILE SECTION BENCHMARK m-w "w„ ELEVATIONS SOIL & PERC INFO L �-, WETS. DISCLAIMER WELLS & WETLANDS C WATERSHED DISTRICT C' DRIVEWAY WATER LINE e DRAINS RESERVE AREA " " SCH40 °° SLOPE SEPTIC TANK MIN 1500G. . 17 INVERT DROP t..°....... GARB. GRINDER L'(+200% EDF) 251 TO CELLAR "µ.w-. MANHOLE TO GRADE ELEV GW D®BOX # OUTLETS FIRST 2' LEVEL STATEMENT INLET / 3, OUTLET , z .. (2" OR . 17 FT) LEACHING 100' TO WETLANDS " 100' TO WELLS` "._. 325' TO SURFACE H2O SUPP 35' TO FND & INTRCPTR DRAINS °" 4' TO S.H.GW „ 2% SLOPE 4' PERM. SOIL BELOW FACILITY MIN 12" COVER ','--'- FILL? L (25' if above natural elevation; 10'if below) TRENCHES e MIN 660 FT2 SLOPE (min . 005 or 6'1/1001 ) >3 ' COVER? ® VENT SIDEWALL DIST. 2X EFF. W OR D (MIN 61 ) — IS RESERVE BETWEEN TRENCHES? ( " IN FILL? --." MUST BE 101 MIN. BOT`J 4 O X LDNG`1i1" a + SIDE X LDNG (L x W x #) (G 71t2) (DxLx2x#) C,''.z PLAN REVIEW CHECKLIST f, r ADDRESS 15 > � � ,�0 ENGINEER GENERA, 3 COPIES STAMP LOCUS NORTH ARROW° �° SCALE CONTOURS ®'" PROFILE SECTION " BENCHMARK SOIL & PERCS �i1` ELEVATIONS WETS . DISCLAIMER WELLS & WETS WATERSHED? �� DRIVEWAY �(Elev) WATER LINKM..°." FDN DRAIN/ry' SCH40 — w� " _LZ TESTS SEPTIC ,,TANK """' t - I" /MIN 1500G (." . 17 INVERT DROP GARB. GRINDER ( w200 EDF) 25 ' TO CELLAR' MANHOLE_ ELEV GW # COMPS. D®BOX SIZE # LINES '' FIRST 2 ' LEVEL STATEMENT (2 OR . 17 FT) TEE REQ D?,,�� � INLET !w"° -s"�� �� � OUTLET /� ��:?.� > _ ...cw) �� a LEACHING MIN 660 GPD? L,- °"' RESERVE AREA ' 4 ' FROM PRIMARY? $' ,., 2% SLOPE 100 ' TO WETLANDS 1001 TO WELLS L, 41 TO S.H.GW (5 ' >2M/IN) 35 ' TO FND & INTRCPTR DRAINS -- 325 ' TO SURFACE H2O SUPP 4 ' PERM. SOIL BELOW FACILITY ""W.,,., MIN 1211 COVER ''f FILL? if above natural elev; 101if below) BREAKOUT MET? 'DRENCHES MIN 660 gpd SLOPE (min . 005 or 611/100 ' )iµ'" SIDEWALL DIST. 3X EFF. W OR D (MIN 61 ) RESERVE BETWEEN TRENCHES? c.°"" IN FILL? MUST BE 10 ' MIN.,,,— 411 PEA STONE? Z,"""' VENT? A/o ( >3 ' COVER; LINES >501 ) 1 BOT .,,. + SIDE K LDNG = TOT (L x W x #) (DxLx2x#) (G/ft2) Copyright 1995 by S.L. Starr NORTH ANDOVER BOARD OF HEALTH DESIGN REVIEW REPORT FEE: PERMIT # DATE RECEIVED APPLICANT MAP PARCEL ADDRESS LOT # -3 .,�m ENG. ,� ^ ���, /,�° .." STREET ��C �a I�._._ �., 1L ADDRESS PLAN DATE REV. DATE CONDITIONS OF APPROVAL APPROVED DISAPPROVED REASONS FOR DISAPPROVAL° ., ._ o w ,� 0.65 A cres � wM..� ,, m,� �� �.,�, , „m hh 13nu . ten' A'' I�_ �-_ 32 1 `-- 72 v - - L_ vv . 130 .....�'E I h � 1 5A OL h \ \ \ I I - - - -- «� \ 0 \ , _ ———— -- — — O ' r Proposed Four Bedroom Dwelling I \ \ I \ I \ I 1 1 \ \ \ T.O.F. = 943.0' BSMT 935.5' y I \ _---- cs• \ I I C'fi� w araita v Sv m Deign D a ja Lox - °'' Job = }',°. ,, dame: Tory of Foundation Elev. c ft. Basement Elev. - ( Garage Eiev. Inver at Foundation Drain rt. System. Type: Chambers (,Trenches""') Bed Invert at Foundation = £t. I j ft at Invert at Septic Tank in. ft. Invert at Septic Tank out. � ft at % Invert at D-Box in. = 1 ' ft. Invert at D-Box out. ft at I % Invert at System in= ~ , �a� -�5 � Invert at System end= [ ft. Bottom of System Elev. ft. in. fL Breakout Elev.— out.- ft. .,, " Groundwater/Design water at Elev. ft. Pit Elev. GW Elev, Pear. Rate Pit 9 Depth ate ( @ Pere- 9 D at& 9 LTu i to Sub Observed by Town of North Andover, Massachusetts F°`�'`�°' e a°RTH BOARD OF HEALTH a w p DESIGN APPROVAL FOR ss,�bU5�t SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM Applicant Test No. Site LocationP Reference Plans and Specs. -1-y-1/-ZA 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. CHAIRMAN,BOARD OF HEALTH Fee Site System Permit No.