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0083 BUTTON WOOD LANE - Health
BUTTONWOOD IN. W. BARNSTABLE 21-J- DANIEL F. GALLAGHER r .. TOWN OF BARNSTABLE OFFICE OF BOARD OF HEALTH 'AM 9�0 se. 367 MAIN STREET t6 9 3 � HYANNIS, MASS. 02801 October 27, 1988 Mr. Daniel Gallagher 4 Milton Terrace Randolph, Ma 02368 Dear Mr. Gallagher: You are granted conditional approval for the installation of an onsite sewage disposal system at lot 13 Buttonwood Lane, West Barnstable, contingent upon meeting the following conditions: (1) The designing engineer must be onsite and supervise construction of the septic system and certify in writing to the Board of Health that his design has been strictly adhered to prior to the issuance of a Certificate of Compliance. There can be no deviations from the approved plan. (2) After the excavation of the clay beneath the leaching facility and twenty-five (25) feet around the proposed septic system and the reserve area, a percolation test must be scheduled and performed in the clean granular fill. The percolation rate must be less than two minutes per inch. (3) The dwelling cannot have more than three bedrooms. Sewing rooms, dens, playrooms, study rooms,and similar type rooms are considered bedrooms according to the Department of Environmental Quality Engineer. (4) A garbage grinder unit is prohibited. (5) The designing engineer must furnish the Board a legal document stating that the proposed onsite sewage disposal system will function properly for a period of years equal to the average design life of an onsite sewage disposal system that meets State and Town Health Regulations but in no event less than five (5) years. (6) The well must be installed and the water tested bacteriologically and chemically prior to the issuance of a Disposal Works Construction Permit and Building Permit. The water must meet all of the standards established by the Safe Drinking Act.,of,1984. This conditional approval is granted because Attorney Michael Ford produced written documents that you were informed this lot "passed" a percolation test Mr. Daniel Gallagher 4 Milton Terrace, Randolph, Ma. October 27, 1988 (signed by "Earl" of Jim Brown Realtors, 371 Route 28, West Yarmouth) on November 28, 1972, and that the Sales of Real Estate Agreement was contingent upon approval of a percolation test. Very truly yours op Grover C.M.Farrish, M.D. Chairman BOARD OF HEALTH TOWN OF BARNSTABLE TM/kd I � I j r . 4 t :f7 Ix'f � a�tl 5 a.p i , �t'rlle{x :€twA .}; 1 I f'} g�� � �� �n /; �y - iI � ". � i.� 4 ��eF.-.A �`.� j TO q � #a�0.... l r �a f(I €S� .", r..:'7i� n al h8f Ij ii ✓ �,.. + .„a. S 4 �I, r ti -IMIOUTH i 771.2603 TO I �'e£ h +�k51��;�kAi # � �`"tt #� + } i 4 i.. _ rr i ..,__' - +•t k nj Q �i �'� fi'� k1�'}}�-�-� ; r IN �� ♦ � { i Y i}�lv_ 'ZI++IE s�t� lY + s ?il - {;i; - t Ic. y..*t u? sr �vC€y 'Yp {.'�r?r °..cv4•.3k r`4` .�-,gqK,�x( 'S _,*�' TT°? a s!M1� u r9,+{F�i� . I ! .I �, .,I• t /a a .Fi,,iz v e f r t lj`a i.F[�S f i Il tr1 I I .� 9 I I�, 7 -- . __._____ r •i..''i�' 4 bY,:�;:tClr i�{}..:}rti Ie. V.t'; r 3 � .- xE,:.,t� ,I I k le t — ,.-•��� --gar' �',s�'c :� �";'��d� �y�`,��r � �2 ��: �-�,+�..�,.• r ije e eas i 'h� t t tf• � c �._,._ k , Ie .:'� f M.I. ,y zt t'-•'�+ r' ' �' .k ire.i+k'tV a 7'Y � tj . . ' Q PLEASE REPLY ❑ NO REPLY NECESSARY Department of Environmental Management/Division of Water Resources e WATER WELL COMPLETION REPORT WELL LOCATION Address 1A.1 4-3 d--- 4 I .-- 4,4W 0 City/Towh G.S.Quadrangle Map Grid Location Owner ( QrA JI ! Address !�� , � 421/. Y WELL USE CONSOLIDATED WELL Domestic®l*-'Public ❑ Industrial ❑ Type of Water-bearing Rock Other . Water-bearing Zones 1) From To Method Drilled ll ✓J 2) From To Date Drilled / 3) From Tc _ 4) From To CASING Depth to Bedrock Length�—Diameter Type UP 4 ''/" UNCONSOLIDATED WELL STATIC WATER LEVEL Water-bearing Materials Feet below land surface 4P Sand: fioe❑ medium coarsex Date measured / 2/ Gravel: fine❑ medium❑ coarse❑ Y , GRAVEL PA Screen: PACK WELL r N Yes El No [ Slot length/from ',zEto� Split Screen (or 2nd screen) WATER QUALITY TESTS MADE Slot V length from to Chemical 91" Biological. Depth To Bedrock PUMP TEST Drawdown feet after pumping ' days hours at GPM. How measured Recovery feet after hours. LOG of FORMATIONS COMMENTS: (On well or water) Materials From To DRILLERCb l' Address �t City Registration No. 'Operator's� / Yignature Please print tirmly BOARD OF HEALTH COPY zsM-taas-aanot z^�b =i3read Wa on 1880s_ , :USA i T.E. DESMOND WELL DRILLING P.O. BOX 1197 0;•, r' =. BREWSTER, MASSACHUSETTS 02631 i Town of Barnstable Board of Health 367 Main St . Hyannis , Mass . 02601 ,U t , ��� �. ,_. \- �� � �. i ` THIS IS A-LEGALLY EINDII. „ONTRACT. IF NOT UNDERSTOOD, L ,K COLIPETB-h'T ADVICE. > reg�I .made this the "8 th - day of November 19 72 - Greatmarsh Realty Trust ' James A. Gillis b Cathy Gillis, Trustees ' between 1 ,I Seller 1 9101 Jacaranda Lane I Ft. Lauderdale, Florida 33314 i and Daniel F. Gallagher and Mary F. Gallagher Buyer 4 tdilton Terrace. 'Randolphq 'Mass.' The Seller agrees to sell and the*Buyer agrees to purchase a certain estate situated -and bounded and described as follows: Lot Tr13 shown, on a plan 'by'S�Shitriey&Basset Architects and Engineer Hyannis,Mass ' and recordedin the Registry of Deeds Bldg. in Barnstable$ Mass Bounded on--the .northuresterly by Lot#14 fora distance of; 135.78 Feet r-sterly by Buttonwood Lane a 40foot way for 'a distance of250.51 Feet Southerly by Lot TO for a distance of 225.19Feet ^ esterly by land now or formerly of Ellen McGarrahan for a distance of 224-70 Feet. ' i ___._._-_.__.__....... :��. r.�. .. b�?.. _. . . .... _. .... .. .__w__. County R.eglstry of Deeds: Title Reference Bk 1378 Pg 1 thru 25 Plan Reference Bk 232 Pg 59 - Covenants Bk 1446 Pg 224 thru 232. All landlord fixtures, stoves, ficaters, heatin equipment, oil burners, screens, screen doors,-win- 0 Low shades, outside windows, ,storm doors, awnings, and hardy shrubs, now on and belonging to. owner of said premises, are included in the sale. Said premises are to be conveyed on or before December 29 1972 by a good and sufficientuit Claim : . Deed of the Seller, conveying a good and clear record title to the same free-from all encumbrances, excepting.restrictions of record, if any there 'be, and zoning by-laws. Buyers wish to take title as __ .....Hiy..._the•-cSl •.het.3L..........._._._... __.._..._.._.......__ And for such deed and conveyance the Buyer is to pay: Purchase Price Dollars Dollars Pa�d)6stlows: Binder $ Balance of Deposit, Receipt acknowledged $ Cash, Bank Check or Certified Check on, passing papers $•----- �2r0��?� "`"' { (Payment of other "closing adjustments" may be $ made by persoual check *at time of consumation. Full possession of said premises (free of all tenants) is to be delivered to the BUYER at the time of the delivery of the deed, the said premises to be then in the same condition in. which they are pow; reasonable use and wear of the buildings there- on, excepted. Until the deliveryV'of the deed, the SELLER shall maintain fire and extended coverage insurance on said premises the amount of .._. n _ _ _.. _ __ ----••---• In the event of damage to-the premises by fire or other unavoidable casualty the SELLER shall 6 immediately notify-the BUYER'by registered mail. Within ten days of receipt of such notice, the k BUYER shall notify the SELLER by registered mail whether or not.he will accept the property. In the event.that the BUYER,- at;his sole option, refuses to accept the property, any payments made � under this agreement; shall be`refunded, and all other obligations of all parties hereto shall cease, and this agreement shall become null and void. In the event the BUYER elects to accept the pro- perty, it is hereby agreed that the premises shall have been restored to their former condition by V. the SELLER prior to delivery of the deed, unless the BUYER elects to accept an insurance settle- me nt n lieu thereof. water rates for current year, shall be apportioned and paid as of the day of the delivery of thedeed. 19._72-- Real Estate taxes shall be paid by the BUYER., after ap- portionment on closing date as aforesaid. The deed is to be delivered and the consideration paid, if the purchaser so requires, at the Reg- istry of Deeds in which the deeds should by law bo recorded, at twelve o'clock noon, on or before the day above stated, unless the parties hereto agree in writing to some other time and place. To enable the SELLER to make conveyance as herein provided, the SELLER may, if the SELLER so desires, at the time of the delivery of the deed, use the purchase money or any portion thereof to elv3r the title of any or all eno,mabranees or in!,-rests, all instruments so procl-ired to be recorded �•-• 1'�i",.;`�a"i "Itb 11`t' i?i'�i1'Oi'�' of the do d. zoning by-laws..Buyers wish to take title as ...._.....By... the,_. r, t1rety. .._.....•.,_,_,_,,,,__ _.._._..__ And for such deed and conveyance the Buyer is to pay: Purchase Price $1 3500°00 Dollars Paicb®s�6�llows:• Binder i Balance of Deposit, Receipt acknowledged = $ Cash, Bank Check or Certified Check on, passing papers $ (Payment,of other°"cloning adjustments'' may be $ $' — made by persoual: check "at:time:of consumation. Full possession`of'•'said'premises' (free of all tenants) is to be delivered to the BUYER at the time of the delivery of the deed, the said premises to be then'in-the same condition in which they are._now,reasonable use and wear of the buildings there- on, excepted Until the delivery of the deed, the SELLER shall maintain fire and extended coverage insurance on .said premises the amount of 4. In" the event. of damage -to-the premises by fire or other unavoidable casualty. the SELLER shall immediately -notify-the BUYER-by registered mail. Within ten days of receipt of such notice, the BIER sbaIl notify the SELLER by regist.e.red mail wbether or' not ,he will accept the property. In the .event_that-the BUYER; at;his sole option, refuses to accept the property, any payments made under- this agreement; shall be`refunded, and all other obligations of all parties hereto shall cease, R and this agreement shall become null and void. In the event the BUYER elects to accept the pro- perty, it is Hereby agreed that the premises shall have been restored to their former condition by the SELLER orior to delivery of the deed, unless the BUYER elects to accept an insurance settle- ; rn.ent. in lieu thereof. _ water rates for current year, shall be apportioned and paid as of the day of the delivery of the deed. 19.... L._ Real Estate taxes shall be paid by the BUYER, after ap- portionment on closing date as aforesaid.. . The deed is to be delivered and the consideration paid, if the purchaser so requires, at the Reg- '_ _ istry of Deeds in which the deeds should by. law be= recorded, at t«veive o'clock noon, on or before- _ the day above stated, unless the parties hereto agree in writing to some other.time and place. To enable`the SELLER to make conveyance'as herein provided, the SELLER may, if the SELLER b so desires, at the time of the delivery of the deed, use the purchase money or any portion thereof _ to clear the.title of any or all encumbrances or interests, all instruments so procured to be recorded simultaneously with the delivery of the deed. If the SELLER shall be unable to give title or to make conveyances as above stipulated any pay- ments made under this agreement shall be refunded, and all other obligations of all parties here- to shall cease, but the acceptance of a deed and possession by the BUYER shall be deemed a full performance and discharge hereof, except as.to any matters that are, not to be performed at or prior ` to passing papers as seen herein. . It is understood that a broker's fee of $__.1 s50"00 ..:_.__ is to be paid t;ojttl? Ce°Ea •i'i -l2onCy A-h-p-SELLER. of JIM BROWN, Inc. e If the BUYER shall fail to fulfill the BUYER's agreements herein, all deposits made hereunder by the BUYER shall be retained by the SELLER as, liquidated damages unless within thirty,days after the time for performance of this agreement"or any extension hereof, the SELLER otherwise notifies the BUYER in writing, but if the SELLER retains the deposits made hereunder by the BUYER, said Broker shall be entitled-to-receive from the SELLER an amount equal to one-half the amount so retained or an amount equal to-- the=.fee as above for this transaction, whichever is the � lesser. Pending final passing of.papers, said deposit shall be held in escrow..,by ix -for the benefit of all parties hereto. It is understood that all'provisions "of this•-agreement shall be binding `on the heirs, executors;- administrators, or successors of the parties hereto. ', - �--;�Feement -lz e� t.+a r�t n the Buyer- obtains a -7�_ Ate gage on .the 12nd. "and �M�r�vaY.,'b�:_.t�a Barnstable of eaZth 'of _ I }e rc� E=15'Olt TT1EtVSStWGE OF THIS AGREEMENT tlj in Mftnr55 lVberfo$, the said parties hereto (in quintuplicate of like tenor) set their hands and 'seals the day and year first above written. .. ; G a tmarsh Realty Trds t _ ... ............. ,1F_ s A. (ji112Sy l'kUStee Cathy C s' T ustee _ .. ............... .... __ .._. ....�...«._...._..__.. L _ ... ... ..�...._....... ........._... Broker, as a party hereto = ' _ .. � o awe ? p, o G. L a *al 3Z Q K V w O O U L V - �+ V i M[+ w • A •i EXTENSION ¢ The time for the performance of the foregoing agreement is extended to and including act 19 under the same terms and conditions. a'ti WITNESS our hands and seals this day of 19 }� - 06 ^• ° W — w -- CD aet4 a� .c o O aW, > d C o C w A a cc Q2 4 M t EXTENSION The time for the performance of~the foregoing agreement isextended to and including 19 under. the same terms and conditions FITNESS our hands 'and seals this day of 19 F BUYER ___.__..... .. -...� SELLER ............................._..._....._._M BROKER. ........._._................................................_......_ :..:.._......___ a GOLOBERG•ZOINO & ASSOCIATES, INC. CONSULTING ENGINEERS/GEOLOGISTS/ENVIRONMENTAL SCIENTISTS The GEO Building 320 Needham Street Newton Upper Falls,MA 02164 (617)969-0050 FAX f 617I 965-7769 William S.Zoino,P.E. Principal October 13 , 1988 File No. Z-10611-C,PC Barnstable Board of Health Town Hall Barnstable, Massachusetts 02601 Re: Design of Septic System Lot 13 Watergate West Subdivision West Barnstable, Massachusetts Gentlemen: This will certify that I have reviewed the revised design of the septic system dated August 18 , 1988 to be constructed on Lot 13 on Buttonwood Lane prepared by Edward J. Kierney, Registered Professional Engineer. This revised plan shows the use of seepage pits in lieu of a leaching field on the previous design. As discussed with you at the Board of Health Meeting of August 2 , 19881 it is the undersigned' s opinion that the seepage pits will . be more efficient than leaching areas because they utilize the greater coefficient of horizontal permeability as .opposed to the . lower coefficient of vertical permeability. I herewith certify that this plan has been prepared in accordance with ,the requirements of Title 5 of the State Environmental Code and Town of Barnstable Health regulations. Within the limitations of such codes, I hereby certify that the system and reserve area will function properly for a period of years equal to the average design life of a Title 5 septic system but in no event less than five (5) years. Yours very truly, ��SH OF o� 9cy� GOLDBERG-ZOINO & ASSOCIATES, INC. WILUAM s, ZOINO � L� NO.20203 ti ✓v William S. Z ' no P.E. o� �FG/STER ��� Principal WSZ :dlw NAI Newton,MA Bridgeport,CT Vernon,CT Livonia,MI Manchester,NH Buffalo,NY Bala Cynwyd,PA Providence,RI An Equal Opportunity Employer M/F/V/H GOLDBERG•ZOINO & ASSOCIATES, INC. CONSULTING ENGINEERS/GEOLOGISTS/ENVIRONMENTAL SCIENTISTS The GEO Building 320 Needham Street Newton Upper Falls,MA 02164 (617)969-0050 FAX(617)965-7769 William S.Zoino,P.E. Principal October 13 , 1988 File No. Z-10611-C, PC Barnstable Board of Health Town Hall Barnstable, Massachusetts 02601 Re: Design of Septic System Lot 13 Watergate West Subdivision West Barnstable, Massachusetts Gentlemen: This will certify that I have reviewed the revised design of .the septic system dated August 18, 1988 to be constructed on Lot; `13. on Buttonwood Lane prepared by Edward J. Kierney, Registered Professional Engineer. This revised plan shows the use of seepage pits in lieu of a leaching field on the previous design. As discussed with you at the Board of Health Meeting of August 2 , 1988 , it is the undersigned' s opinion that the seepage pits will be more efficient than leaching areas because they utilize the greater coefficient of horizontal permeability as opposed. to the lower coefficient of vertical permeability. I herewith certify that this plan has been prepared in accordance with the requirements of Title 5 of the State Environmental Code and Town of Barnstable Health regulations. Within the limitations of such codes, I hereby certify that the system and reserve area will function properly for a period of years equal to the average design life of a Title 5 septic system but in no event less than five (5) years. Yours very truly, H OFg �9� GOLDBERG-ZOINO & ASSOCIATES , INC. . g� WILLIAM S. 9G� • Zouvo y R..0.20203 William S. Zoi P.E. 9O �FGISTER �� Principal FSS��NAC Enr"�� Newton,MA Bridgeport,CT Vernon,CT Livonia,MI Manchester,NH Buffalo,NY Bala Cynwyd,PA Providence,RI An Equal Opportunity Employer M/F/V/H OCKTVION C ILLAGE _ — DATE 6 151 i 6 PPLICANT. /� FE OU DDRESS E�lEPHONE NO._9630n-re£undablc NGINEER j ELEPHONE NO. Ig � ATE SCHEDULE> Gno C1 1 211111 (Applicant's signature ASSESSOR'S MAP & LOT NO. C SOIL .LOG .. 6U M E. yv 19P:6 UB-DIVISION NAME . 6DAT�E2 0 19,p5e, TIME 11 ;So XPANSION AREA: YES Nd2).&^ v--�v�a�►l-� �U[ ENGINEER X QWN WATER • PRIVATE WELL r �•MF< n c .� T BOARD OF HEAD l Tuc l it Z EXCAVATOR KETCH: .(Street nameletc.,dimensions of' lot, exact location of test holes and ''percolation tests locate wetlands in y• ,; , proximity to test holes) NOTES: . • 5�G c�-57�9 M a¢E rc zo, ly$p - �r 1'S Gua/ 6-i0 FN6 !1 zo g' L4'5 2-56•S w C...q 5--7-A.,j 14-10P 7'SAIu) v 0 5-Z ,Tt 5ArvD W C"-/ o-•LLa5'-z-lo TW1o® � "' S•'x`(54W0 I.nJ6'L�S 5 oc cl.A ( .l:O er %0-SvuDyr -- 'L`Y . :RCOLATION RATE: �2 rkt T-.AEI 30M 96i . '.ST HOLE NO:T -I ELEVATION: TEST HOLE NO: . —2 ELEVATION: •r 3. ( 4 c�V BSOy 1. 1 C) w� . ��e c 2 2S�.as�� /. 3 l: s 4 4 vE�YPQCT Sim �!!y 5 e)f c-J-aLNt( v Ge-Y tom PAC- N SaaD 6 Y�2 5 �l Etic4z p� CLI��('' 6 8 C Y 8 6-Ua�( vc ltl`t soarC 5/�niq 9 9 VY Cowl 0 A LT S1 L'T`I SW.Q 10 l zU. 10 �< e*ASZ-5 of GLA\( 11 • 12 � Sowt� 12 13 -6 l LT 13 l2 •F,..�� SAty q 14 14 15 15 16 16 SUITABLE FOR SUB-SURFACE SEWAGE: LEACHING FIELDMA LEACHING PITSN/� • LEACHING TRENCHES-NA d,L,SUITABLE FOR SUBSURFACE SEWAGE. REASONS:• LA"8,0t-6 'O P-I up A A' !_"&'-- O1- S0l�•t'i6C-0- M�-� }'�(, �� cl7�j Q-T S`�;5�\ - GVEQ 1111Sa0e6 t2oT•lt6hF-1 l?16QE lsu• A yrrL=SOML-rJNel'-601i�T ITE: ENGINEERING PLANS MUST SHOVI NUMBER ASSIGNED ON PERC TEST APPLICATION tIGINAL: COMPLETED IN ENTIRETY BY P. E. AND RETURNED TO BOARD OF HEALTH,_ )PY: RETAINED'BY. APPLICANT.. .. ._ .. lown ko I I Ind. j�-( 32.4 30' 814 f �l Tr 3a , _ -test pit . .- 0 1-21 88 3 h 3- 13.I?. .(o-t 12 .c'o t 1 " Vacant M i to t 13 / Uaca itt to 31.9 b / z9.o 40 870, +5 9 coin a yater 27.0 'e goue cR uv� ) e .cwtd 2S:la,.wund 4*a ry and aep4wc � a ctean Y" C 6 OOV (. 0- 2 Ca�tCJ7 ba/j tx/,. j r P z- �p! O z7,4 f ! _p ZZ� g4 1 _ — 263 8,uttoruvood Xar-e 4q0 gpd Scate -40 ! 40 Wide C 4-5-88 end. 10-3-88 1?;v, 5-Z.I r, ap cngpuwerr8.i n�, Iq C e nc 4g ldq.ibot P\oad J 3Na° Rgavnii, Aa. 02601 r 11 � /-' 'o. bed&oo" 3 -,6Lvspodat no 37.5 k' p � 0 t .Cow 330 qpd a �LOC.itc No Sccte .!'ech.a s atea 263` <a F,�` tetie2ue " 26:3'Pit nd 1500 rA M ;^ f� _ .tone tl"I • ' I Sketch /tan oi land -in 'UeA i3a4n4.tab.te, /o t Jan CatC*et ieuu tot ad. •shown on a p.Can teco��lp�l ern: ' j book. 222 page 57. Ct evat t o" cte oft an a&u,sted deem. 1 !)eat 1- tIAP-67g0 r ade I 1-20-87 'Ua-tetn e wottntet ! ate: f qent: - t o o,,. N a� j 2 min pet I" Aade, 5-2-88 Wit. 9. ('McKean 9 P 3 putt. 2 min pet I " i P 3 9 4 3Z.8 31.7 3Z,G r" �sZ.7 t) 4 pezc. S d"tn.pe2 1 co a�e co a-td,e mecriu,!r rw_d i um ��vcc! c�nd a and 1.ewuk �..• a c,&t' 1r c),ctl �� �7 ` PEzc. Z9.Z "�� EDWARD 'Ic,ul 1.YfYt JiN 0 � •4ruX r;uJC �ac2d ��vtd p ,n,/' MII.NE j �XiiJC ' r F�rsr, 0.324So I NALFs�roro STV; I- LAN".. G.BWAre IC V.7 WET Z.4.1 „vZ.4.Z '�„ _ U I 30 9 35.3 22400 3Z.4{ S. ; deep hote i e p ri✓ 0I-21-8v° 3Z. ao poaed o / to 3- r3,Iz / 6% Xot Z7.0 { ' i '';P�D9OUe Wt.•f., U�2/SU�lii,tu.)�e i rf �t .and- 25.lalwand .in_ cjUec KI.- and tpyitace it iVt C 9 0001 0- 2 catch ba4Lu. TG { ® SPA! 1,1 Y 27 4 �. V-7 s 5,to =26 3 i LA O,2t000d �'Cu2e 90 cp d s "-40 1 LI0 w P• Via& 4-5-88 10-3-88 i tt cap b _ 49 %datbo t I�Oad Na. Ryan iA, Ai'a. 0260/ !1.70� n0 f to site No Sca fz / tat. Cow 3 30 pd i l 11 j i t�Pis.e2ue 26.3' F « :o Co✓�,_ i 4, - _S,YS ,�_ Capacitna c� :90 : pd 15007 F M /Q /? 6 � f M J M M N I'l' pit >\� try tY1 nr1�1�1� .... 3 3, iSketch. /).Can o'yY'' J'and -sn ;,)ei t ,'.��f e, Ma. i P.uu tot /3 ad, ahown on a phi teco�tdted -in . I booth, 222 pace F. _-teuation6 a,-,,a on an adawned da-tuxt. i Seat P t.,ft"P-6 790 grade I I-20-87 i i �Jater ejwor,aP�ted ! ate: 9�ort: i_; - r o 07'�•th I i e.-x-. 2 rv+n pelt I " bade 5-2-88 W t. 9. A'cKean 2 `7 P 3 9 f) �{ `7 /? 3 pe�rc. 2 min pez I rr 3z.x 31.7 37.4 3z.7 / u pe2e. 5 nun pet l dab ; . coax coa td e rlwjiLLXr Y,LPG.L I LIit j �J.CiIZCA, �1.G.M,d F t 48 t r �Ez�. 2 .Z •��:. _ N Of ,ee, 1 Gu t/ v C�ari z7.u \� / EDWARDul„ 4.0 1 j11y �l{.Y. 1 tt260 t. Y,t X- MILNE i tux j rr tvC ,� crsrf� c� o.324�' a Fmro►vsaA4' ��Jf��F��ST ESE i i Jzi,.3 i ti^/Ar�-�t ?'i 1 `NC:T ;{ l , GOLOBERG•ZOINO & ASSOCIATES, INC. CONSULTING ENGINEERS/GEOLOGISTS/ENVIRONMENTAL SCIENTISTS The GEO Building 320 Needham Street Newton Upper Falls,MA 02164 (617)969-0050 FAX(617)965-7769 William S.Zoino,P.E. Principal October 13 , 1988 File No. Z-10611-C, PC Barnstable Board of Health Town Hall Barnstable; Massachusetts 02601 Re: Design of Septic System Lot 13 Watergate West Subdivision West Barnstable, Massachusetts Gentlemen: This will certify that I have reviewed the revised design of the septic system, dated August 18, 1988 to be constructed on Lot 13 on Buttonwood Lane° prepared by Edward J. Kierney, Registered Professional Engineer. This revised plan shows the use of seepage pits in lieu of a leaching field on the previous design. As discussed with you at the Board of Health Meeting of August 2 , 1988, it is the undersigned' s opinion that the seepage pits will be more efficient than leaching areas because they utilize the greater coefficient of horizontal permeability as opposed to the lower coefficient of vertical permeability. I herewith certify that this plan has been prepared in accordance with the requirements of Title 5 of the State Environmental Code and Town of Barnstable Health regulations. Within the limitations of such codes, I hereby certify that the system and reserve area will function properly for a period of years equal to the average design life of a Title 5 septic system but in no event less than five (5) years. Yours very truly, H OF M�sq GOLDBERG-ZOINO & ASSOCIATES, INC. WILLIAM S, � ZOINO NO.20203 'O !P GIST a William S. Zoin .E. p FERN' �`� � NAL Principal .7 S/O �hG WSZ :dlw Newton,MA Bridgeport,CT Vernon,CT Livonia,MI Manchester,NH Buffalo,NY Bala Cynwyd,PA Providence,RI An Equal Opportunity Employer M/F/V/H t , GOLOBERG•ZOINO & ASSOCIATES, INC. CONSULTING ENGINEERS/GEOLOGISTS/ENVIRONMENTAL SCIENTISTS The GEO Building 320 Needham Street Newton Upper Falls,MA 02164 (617)969-0050 FAX(617)965-7769 William S.Zoino,P.E. Principal October 13 , 1988 File. No. Z-10611-C, PC. Barnstable Board of Health Town Half Barnstable, Massachusetts 02601 Re: Design of Septic System Lot 13 Watergate West Subdivision West Barnstable, Massachusetts Gentlemen: This will certify that I. have reviewed the revised design of the septic system dated August 18 , 1988 to be constructed on Lot 13 on Buttonwood Lane prepared by Edward J. Kie_ney, Registered Professional Engineer. This revised plan shows the use of seepage pits in lieu of a leaching field on the previous design. As discussed with you at the Board of Health Meeting of August 2 , 1988, it is the undersigned' s opinion that the seepage pits will " be more efficient than leaching areas because they utilize the greater coefficient of horizontal permeability as opposed to the lower coefficient of vertical permeability. I herewith certify that this plan has been prepared in accordance with the requirements of Title 5 of the State Environmental Code and Town of Barnstable Health regulations. Within the limitations of such codes, I hereby certify that the system and reserve area will function properly for a period of years equal to the average design life of a Title 5 septic system but in no event less than five (5) years. Yours very truly, . tH OF Qgss�c G0 e y LDBE_RG- ZOINO & ASSOCIATES , INC. WIWAM S, NO.20203 s v`l �FGIsTER� �'�� William S. Zoi P.E. �a Principal AL WSZ :dlw Newton,MA Bridgeport,CT Vernon,CT Livonia,MI Manchester,NH Buffalo,NY Bala Cynwyd,PA Providence,RI An Equal Opportunity Employer M/F/V/H DONALD T.GOLDBERG WILLIAM S.ZOINO JOSEPH D.GUERTIN,JR. e JOHN E.AYRES MATTHEW J.BARVENIK WILLIAM R.BELOFF NICHOLAS A.CAMPAGNA,JR. GOLOBERG •ZOINO .ASSOCIATES, INC. MATHEW A.DIPILATO GEOTECHNICAL-GEOHYOROLOGICAL CONSULTANTS LAWRENCE FELDMAN JOSEPH P.HEHIR ROBERT A.HELLER MICHAEL A.POWERS JAMES H.REYNOLDS PAUL M.SANBORN RICHARD M.SIMON STEVEN J.TRETTEL CONSULTANTS WALTER E.JAWORSKI STANLEY M.BEMBEN June 21, 1988 File No. Z-10611-C Barnstable Board of Health Town Hall Hyannis, Massachusetts 02601 Re: Lot 13-Watergate West Subdivision West Barnstable, Massachusetts Gentlemen: Please be advised that I have been engaged by Mr. Daniel Gallagher to evaluate subsurface soil conditions on Lot 13 located in the above- named subdivision. The purpose of our investigation was to assess the suitability of the soils for installation of an on-site septic system meeting the requirements of Title 5 of the Massachusetts State Environmental Code. Our investigation consisted of performance of two deep test borings to depths of 16 feet below ground surface, the excavation of two test pits to depths of 8 feet below ground surface, the performance of on- site percolation tests in accordance with Title 5 requirements, and the performance of laboratory gradation tests on the soils. It should be noted that this level of detail in subsurface soil evalua- tion greatly exceeds the minimum requirements of the state environ- mental code. Based on the results of our borings, test pits, percolation tests, and laboratory gradation tests it is our. opinion that the site is suitable for design, construction, and installation of a subsurface sewer system _meeting the requirements of Title 5 to be used. for a single-family residence. Should you need additional information, I would be happy to meet with you to discuss my findings in more detail. Yours very truly, GOLDBERG-ZOINO & ASSOCI ,OF /V4ta" S WILLIAM S, William S. Zo'n , P. .o ZOINO � " N0..20203 0 WSZ:dlw Ao� FcisTER� Enclosure: General Brochure Package (2) NAL THE GEO BUILDING•320 NEEDHAM STREET•NEWTON UPPER FALLS,MASSACHUSE ' 0 17)969-0050 BUFFALO,NY•BRIDGEPORT,CT• VERNON.CT•MANCHESTER,NH•PROVIDENCE,RI•TAMPA,FL AN EQUAL OPPORTUNITY EMPLOYER i 1 William S . Zoino EDUCATION Massachusetts Institute of Technology B.S . in Civil Engineering , 1954 M . S . in Civil Engineering , ( Soil r;echanics and Foundations Engineering ) , 1955 Graduate Studies in Rock Mechanics , 1969 PROFESSIONAL EXPERIENCE Principal , Goldberg-Zoino & Associates , Inc . , 1964. to present; Administrative and technical supervision of staff of 180 ; engineering responsibility of over 1000 varied geotechnical projects Earth and Rockfill Dams • Principal-in-Charge of studies for earth and rockfill dams at Deep River Reservoir , Norwich , Connecticut ; and Diamond Hill Reservoir , Cumberland , Rhode Island . Field control of construction on geotechnical aspects. • Inspection and evaluation of four earth dams including reservoirs and all associated structures in Vermont and New Hampshire owned by the U . S . Army Corps of Engineers , New England Division. • Geological studies and embankment design , Moose Hill Reservoir Dam, Leicester , Massachusetts ; Aaron Brook Dam , Cohassett , Massachusetts and Consolidated Cellulose Co. dikes , Brattleboro, Vermont. • Design and construction supervision of 300-foot-high Alum Run Embankment Dam for Quarto Miring Co . , Clarington , Ohio . Total responsibility for all phases including permit procedures . • Phase I inspections of 170 non -federal dams in Massachusetts , New York , New Hampshire , . Vermont ,, Connecticut , and Rhode Island for the U.S . Army Corps of Engineers . • Principal-in-Charge of twenty Phase II investigations of dams in Massachusetts , Connecticut ,, Vermont , Rhode Island , New Hampshire , and New York , including design of remediation measures and monitoring of construction. William S. Zoino Principal-in-Charge of embankment design studies for Big River Reservoir project of Rhode Island Water Resource Board, 1984 . Principal -in -Charge of geotechnical and hydrology phases for Safety Inspection of Goodwin Dam L ( • P • No . 4297-CT, Federal Energy Regulatory Commission , New York Regional Office ) 1984 . Consultant on preparation of GZA/ANCO publication "Dam Safety Issues and Options , A Workbook for Owners of Small Dams in New England" prepared for Federal Emergency Management Agency (FEMA ) in cooperation with New England Association of Dam Safety, December, 1984 . Power Projects • Principal-in -Charge of geotechnical and seismicity studies , preparation of geological reports for the Vermont Yankee Nuclear project , Vermont ; preliminary geological investigations for the Seabrook Nuclear Project, New Hampshire. • Principal-in-Charge of geotechnical investigation for the United Illuminating Co . , Unit 3 , Bridgeport , Connecticut. • Supervision of laboratory soil tests for the Sandvmush Nuclear Project for Carolina Power and Light Co. , North Carolina ; and laboratory tests on soils and rock for Ludington Pumped Storage Project, Michigan. • Principal-in-Charge of geotechnical studies for the Blenheim-Gilboa Pumped Storage Project , New York, for PASNY. • Performed rock modulus tests in a 1000-foot-deep borehole and prepared rock mechanics cata for underground powerhouse and embankment dams , Davis Power Project, West Virginia for Ebasco.. Services Inc. Instrumentation and Tunnels • Geotechnical instrumentation for Ludington Pumped Storage Project embankment dams for Consumers Power Company, Michigan . Monitoring program for 100 - foot-deep shaft and 40-foot-diameter tunnel in rock at E . 63rd Street New York for New York City Transit Authority. CI i William S. Zoino • Safety and performance monitoring of an 18-foot-diameter hard rock tunnel in Rochester , New York. • Rock mechanics instrumentation for underground powerhouse , Bear Swamp Pumped Storage project Massachusetts . Geotechnical instrumentation for upper and lower reservoir embankment dams . Foundation Engineering • Principal engineer for geotechnical. evaluation of foundations for 28-story Worcester County National Bank, Worcester , Massachusetts. • Principal-in-Charge of geotechnical studies , foundation recommendations, and earthwork construction supervision for Mission .Park Project , Boston , Massachusetts . Project consisted of 27-story, 15-story, and 10-story towers , three-level underground garage and townhouses on complex soil conditions. Site Investigation and Development Principal - in -Charge of site investigations and geotechnical studies for the Lowell. Regional Vocational Technical High School on a 60-acre site abutting the Merrimack River . Problems included construction stabilization of loose silt and high groundwater table . • Principal - in -Charge of site studies , foundation recommendations and soil stabilization procedures for 6000-student Brockton High School in 110-acre site. Highways and Airports • Principal-in-charge of geotechnical studies , field testing and library research to establish deep excavation and displacement procedures for 80-foot-thick peat deposit , Route 2 , at Spy Pond , Arlington, Massachusetts . Principal-in-charge of soil engineering and geological reconnaissance of Route 7 (Vermont) relocation study. • Principal-in-charge of foundation recommendations for realignment of High "S" Bridge, Lowell , Massachusetts . • Principal-i.n-charge of geotechnical investigations , laboratory testing, and recommendations for runway and taxiway pavement design, Marshfield, Massachusetts . William S. Zoino Geohydrological • Principal-in-charge of geological and geohydrological studies for evaluation in leachate problems at sanitary landfill sites in Scituate , Marshfield , Norwell , and Rockland, Massachusetts . • Principal-in-charge of geologic investigation , field permeability tests, and analytical studies to evaluate on-site disposal of sewage effluent at Wilmington High School , Massachusetts . • Principal-in-charge of geological and geohydrological aspects of the Merrimack Wastewater Management Study for the U.S . Army Corps of Engineers . Work included geologic mapping, evaluation of groundwater potential and initial appraisal of sites for land disposal of effluent from municipal sources . Senior Geotechnical Engineer , Ebasco Services , Inc . New York City, 1955-1964 Senior geotechnical engineer on power projects in 42 states and several countries in Europe and South America. • Project geotechnical engineer on the Yuba-Bear River project in California; consisting of seven earth , rock, and concrete dams . Responsible for all geotechnical matters including embankment design , seepage analysis , stability analysis and specifications . • Foundation studies for the Goldsboro , Asheville , and Roxboro, North Carolina projects of Carolina Power and Light Company including design of embankment dams at each location ranging from 150- to 200-feet in height. • Design of cooling pond dam in New Mexico , for Four Corners Steam Electric Plant , Arizona , P . S . Company. Supervised field resident engineering staff for embankment construction involving 7 million cubic yards of material. • Foundation investigation of deep clay and foundation design for the Bacliff Station , Houston Lighting and Power Company. • Embankment design of 660-foot-high Keban rockfill dam on Euphrates River in Turkey . Preparation of analytical design report and construction specifications . William S. Zoino • Project geotechnical engineer on the Yards Creek Pumped Storage Project for Jersey Central Power and Light Company. PROFESSIONAL ACTIVITIES American Arbitration Association - Board of Arbiters , 1968 to present American Society of Testing and Materials - Member Committee D18 United States Committee of the International Commission of Large Dams (1957 to present ) Membership Committee, 1976 to 1984 . Construction Committee, 1984 Chi Epsilon (MIT Chapter ) National Honorary Civil Engineering Fraternity American Society of Civil Engineers , Fellow Foundations and Excavations Standards Committee 1982 to present. Boston Society of Civil Engineers, Section ASCE President, 1979-1980 , Vice President , 1978 , Director , 1975-1977 Chairman, Membership Committee, 1972-73 Chairman of Lecture Series on "Groundwater Hydrology and Engineering Hydrology, " 1973 Chairman , Action Program-Professional Practice Committee, 1975-1976 ' Chairman, Geotechnical Committee, 1976-1977 Co-Chairman Auditing Committee, 1976-1977 Member "New Journal" Publications Committee, 1964 Association of Soil and Foundation Engineers President 1981, National Secretary, 1975-1977 Executive Committee, 1975-1983 American Consulting Engineers Council National Committee `306 on Professional Liability, 1983 to present PROFESSIONAL REGISTRATION Rhode Island , Massachusetts , New York , New Hampshire , Vermont, Maine, Connecticut, Ohio, New Jersey William S. Zoino PUBLICATIONS . Zoino , W . S . and Wells , W . L. , "Yards Creek Pumped Storage Project , Dams and Dikes , " paper presented at meeting of Pennsylvania Electric Association, 1964 . Mullarkey , J . M . and Zoino , W . S . , discussion of paper "Concept of Curtain Grouting Evaluation" by Leland F . Grant , Journal 'Soil Mechanics Division , ASCE, Vol . 90 , No . SM6 , 1964 . Zoino , W . S . , "Settlement of Rubbish Fill , Yellow Freight System Facility-Boston , " Journal Boston Society of Civil Engineers , Vol . 58, No. 4, 1971 . Zoino, W . S . , Conference Session on "Utilization of Sanitary Landfill as a' Foundation for Transportation Facilities , " paper on "Stabilization of Landfills by Surcharge, " Highway Research Board, Washington, D .C. , 1974 . Ayres , J . E . , Alsup , S . A . , and Zoino , W . S . , "Merrimack Wastewater Management , Geologic - Hydrogeologic Investigations , " Northeastern U.S . Water Supply Study, U.S. Army Corps of Engineers, Waltham, Massachusetts , 1974 . Zoino, W. S . and Campagna, N.A. , "Engineering Behavior of the Taunton River Clays " Journal Boston Society of Civil Engineers, April 1980, (Geotechnical Award, 1981 ) . ' Zoino, W. S . and Trettel, S .J. , "Rehabilitation of Embankment Dams Including Case Studies With Emphasis on Seepage Controls , " Conference on Safety of Dams , New England Conference Center Durham, New Hampshire, April , 1983 . 35.3 2 z 4,10 $nd. 3o y 3Z.4 3' l'-6814 s• deep hole 30 ® I-21-88 3Z PRO Flo,5 Z D 1 ' o tot 12 Jot l4 , Z'o•t 13. � I itt to 131,9 Z9.o 40,870_S 9 coven a.yat i� 27.0 o.. �recto u e a,LL uh.��wi�tab.be 7rtatet i al. 10 mound and &teptace with dean ?itt. Ct3 rp 29.9 MV \ L \ �• Z�.3 100% f gyp, -t / IJ/2 1 od ton.e 9 • 224 44 1 0— / M 2 catch. ba4.-r" / 32� o` / 94 l,uttonwood Jane = c Scate 1 "-40 � C t3 ca z s9 40 wide date 4-5-88 /Ut Cap e inn �11 49 /k4LO'c !°\oad 30• o kyaruv. i, Aa. 02601 No. bed�wom4 3 pow no 37 s PW?4,Ce No Sca,Pz tat. ?Cow 330 qpd Zeachi� atc� 224 a 224 r. Capa Ztq 504 qpd --- N 1500 34.z 3- 4 Kz Sketch Plan o j &nd in 'UeAt t,aarvLtabbe, pia. 9oii ' 0-,L GattaAet l,e nq tot 13 a, shown on a ptan teco tdecl in book. 222 page 57. £teuat i-o" ace on on a4 u ned datum. gedt %•i t#P-6790 l Jade I 1-20-87 i Wateic eneounteaed ate: f dent, l.�o o Peiic. 2 &L i p ea I". 9p 1 9P 2 3Z.S 31.7 31.8 t0adll 3a-7 coaivd.e come �Lu2d 4G�t2d WX_ AA14 �N��Mq `�y4 P,z\ �95r Z9.7 J�P� s` / o` ED ARD %lout 4andULY Nr- j H.. � M I LN c 6 o.324SO RQlVAL /STE�E� zG.8 Z57 IA/AT6- �! aNAI lAt.%f. i l - 310 CMR: DEPARTMENT OF ENVIRONMENTAL QUALITY ENGINEERING 15.01: continued Title shall be defined and interpreted as follows: Approving Authority. The legally constituted body having the rightful power to permit, certify, or approve works for the disposal of sewage or for the-treatment of sewage or industrial wastes. Buildin Sewer. The pipe which begins 10 feet outside the inner face of the ui ing wall and extends to a public sewer, septic tank, or other place of sewage disposal. Cellar Wall. The inside of the cellar wall above the footings and below e ground surface. Cesspool. A covered pit with open-jointed lining in its bottom portions , to which raw sewage is discharged, the liquid portion of the sewage being disposed of by seeping or leaching in the surrounding porous soil, and the solids or sludge being retained in the pit to undergo partial decomposition before occasional or intermittent removal. Cover Material.' The earth materials placed on top of leaching facilities to bring the area to finish grade. Desi gner. The person authorized by law to prepare plans for sub - sur ace sewage disposal facilities for submittal to public agencies. Demme Observation Hole. An open pit dug to permit the examination of tie soi an to etermine the ground water elevation. or ntractor wi o o n Works a ter construct person,or rpairs individual s cor ewage disposal d sposal systems. Distribution Box. A watertight structure which portions eceives to two or sew- more age an stri utes it in substantiallyequal lines leading to a leaching area. Distribution Line. The 'pipe used for dispersion of sewage into leach - g trenches or leaching fields. Dosing Tank. A watertight structure placed between a septic tank and distribution box, and equipped with a siphon or a pump designed to discharge settled sewage intermittently to a leaching facility and to provide a rest period between such discharges. Fill. The earth materials placed beneath and around a leaching acility. Grease Trap. A watertight structure in which grease is separate from sewage. Grey Water. Sanitary sewage, excluding the waste discharges from water closets, i.e., any water-carried putrescible waste resulting from the discharge of laundry. tubs, washing machines, sinks, showers, dishwashers, or any other source. Ground Water Elevation. That elevation at which water is observed • weeping or owing rom the walls of or standing in a deep observation hole. H-20 Loading. Standard H-20 truck loading as specified by the Ameri- can Association of State Highway Officials. 1/1/78 Vol. 12 = 228 r 310 CMR: DEPARTMENT OF ENVIRONMENTAL QUALITY ENGINEERING 15.01: continued Title shall be defined and interpreted as follows: Approving Authority. The legally constituted body having the rightful power t permit, certify, or approve works for the disposal of sewage or for the-treatment of sewage or industrial wastes. f the n Sewer•ng wall and extends which begins 10 feet outside public s wer, s ptic tank, or ce o u other place of sewage disposal. Cellar Wall. The inside of the cellar wall above the footings and below e ground surface. Cesspool. A covered pit with open-jointed lining in its bottom portions tow ch raw sewage is discharged, the liquid portion of the sewage being disposed of by seeping or leaching in the surrounding porous soil, and the solids or sludge partial decomposition before occasional or intermittend in t)removal.e pit to undergo Cover Material.* The earth materials placed on top of leaching facilities to bring the area to finish grade. Design . The person authorized by aw to for e sewage disposal l submittal topubpare lic plans agencies. e- surface Dee O isp sal facilities for Hole. An open pit dug to permit the examination of e soi an to eteFF=e the ground water elevation. Dis osal Works installer. Any person, firm, corporation, or contractor w o nsta s, a ters, constructs, or repairs individual sewage disposal systems. Distribution Box. A watertight structure which.nions to two or more ceives settled sew- age an stri utes it in substantially equal p lines leading to a leaching area. Distribution Line. The pipe used for dispersion of sewage into leach g trenches or leaching fields. Dosing Tank. A watertight structure placed between a septic tank nerd an distribution box, and equipped with a siphon or a pump g to discharge settled sewage intermittently to a leaching facility and to provide a rest period between such discharges. Fill. The earth materials placed beneath and around a leaching racility. Grease Trap. A watertight structure in which grease is separate from sewage. Gre�Water. Sanitary sewage, excluding the waste discharges from water closets, i.e., any water-carried putrescible waste resulting from the discharge of laundry tubs, washing machines, sinks, showers, dishwashers, or any other source. Ground Water Elevation. That elevation at which water is observed weeping or owing rom the walls of or standing in a deep observation hole. H-20 Loading. Standard H-20 truck loading as specified by the Ameri- can Association of State Highway Officials. 1/1/78 Vol. 12 : 228 310 CMR: DEPARTMENT OF ENVIRONMENTAL QUALITY ENGINEERING 15.01: continued Title shall be defined and interpreted as follows: Approving Authority. The legally constituted body having the rightful power to permit, certify, or approve works for the disposal of sewage or for the-treatment of sewage or industrial wastes. t ace th e n u Sewer. all and pipe begins 1 as 10 feet outside the inner public sewer, septic tank f of or t other place of sewage disposal. Cellar Wall. The inside of the cellar wall above the footings and below e ground surface. Cesspool. A covered pit with open-jointed lining in its bottom portions ffi—tow ch raw sewage is discharged, the liquid portion of the sewage being disposed of by seeping or leaching in the surrounding porous soil, and the solids or sludge being d in e pit to partial decomposition before occasional or intermittent l rmittentremoval. undergo Cover Material.' The earth materials placed on top of leaching facilities Wiring the to finish grade. Design for surfaceer The sewage disp sal erson authorized acilities for law submittal prepare public age ci�- Dee Observation Hole. An open pit dug to permit the examination of e soi an to et m ne the ground water elevation. Dis osal Works Installer. Any person, firm, corporation, or contractor w o nsta s, a ters, constructs, or repairs individual sewage disposal. systems. Distribution Box. A watertight structure which. receives settled sew- age an str utes it in substantially equal portions to two or more lines leading to a leaching area. Distribution Line. The pipe used for dispersion of sewage into leach- ing trenches or leaching fields. Do sin Tank. A watertight structure placed between a septic tank an distriFution box, and equipped with a siphon or a pump designed to discharge settled sewage intermittently to a leaching facility and to provide a rest period between such discharges. Fill. The earth materials placed beneath and around a leaching acillty. Grease Trap. A watertight structure in which grease is separate from sewage. G_reyWater. ' Sanitary sewage, excluding the waste discharges from water closets, i.e., any water-carried putrescible waste resulting from the discharge of laundry. tubs, washing machines, sinks, showers, dishwashers, or any other source. Ground Water Elevation. That elevation at which water is observed • weeping or owing rom the walls of or standing in a deep observation hole. H-20 Loading. Standard H-20 truck loading as specified by the Ameri- can Association of State Highway Officials. 1/1/78 Vol. 12 : 228 i 310 CMR: DEPARTMENT OF ENVIRONMENTAL QUALITY ENGINEERING 15.03: continued (5) Percolation Test Procedures (aPrepare a test hole into the proposed leaching strata within the disposal area of 12 inches in diameter. with vertical sides 18 inches deep. (b) Establish a fixed point at the top of the test hole from which all measurements can be taken. (c) Scratch the bottom and sides of the test hole to remove any smeared soil surfaces. Either add two inches of coarse sand to protect the bottom from scouring, or insert a board or other im- pervious object in the hole so that water may be poured down or on it during the filling operation. ' (d) Carefully fill the hole.with clear water to a minimum depth of 12 inches and maintain the water level by adding water as necessary for purpose of soil saturation, but in no case less than 15 minutes after first filling the hole. (e) After saturation, if the water level drops to a depth of 9 inches in less than 30 minutes measure the length of time in min- utes for it to drop from a depth of 9 inches to a depth of 6 inches. If the rate is erratic in the opinion of the Approving Authority, the hole shall be refilled and soaked until the drop per increment of time is steady. The time for the level to drop from a depth of 9 inches to a depth of 6 inches divided by 3, will be the percolation rate in minutes per inch. (f) If the initial 3-inch drop requires more than 30 minutes (rate equal to more than 10 minutes per inch) the soil shall be saturated by filling the hole to the top and maintaining it full for at least 4 hours. The soil should then be permitted to swell overnight so that the soil conditions will approach those which exist during the i wettest season of the year. After the overnight swelling period, the test shall be made again by filling the hole t:o a 12-inch depth , and maintaining that level for 15 minutes, letting the level drop to 9 Inches, then timing the drop between 9 inches and 6 inches. The j time elapsed between 9 inches, and 6 inches, divided by 3, shall be the percolation rate. (g) In certain soils, particularly coarse sands, the soil is so pervious as to make the percolation tests as described above diffi- cult, impractical, and meaningless. Therefore, at the discretion of the Approving Authority, the, test as described above: may be waived and a rate of two minutes per inch can be assumed provided that at least 24 gallons of water is added to the percolation holes within 15 minutes and it is impossible to obtain a liquid depth of-9 nches—o erco a o e s aster ttran-3t�-,sec-onds—perJneh� (6) Requ iredth 'of Pervious Material. Subsurface sewage disposal systems shall located in an area where there is at least: a 4 foot depth of occurring pervious soil below the entire area of the leaching The naturally occurring pervious soil shall have a percolatioess than or equal to 30 minutes per inch or 20 min- utes per r systems over 2000 gallons per day and the 4 foot stratum mfree of impervious materials, such a layers of clay, silt, subsm. 1/1/78 Vol. 12 - 237 2 m 0 U.S. STANDARD SIEVE SIZE nr- I00 2 IN. I IN.3✓41N.1/2 N. N NO.10 NO.20 NO.40 NQ60 NO.100 NO.200 x W Hill, I I I I I I I I 2 0 I I I 1 I I I I I I D O 90 O O 0 p' so I I I I I _ I I I I I D I I I 1 I I I I 1 I vy :0 O 00 I I I I I I I I I I O -4 m TO I I 1 I I i I I � m r Z Z 60 1 I I I I I I I I I p y r0- M 50 X. 4 40 I I I I I I I I 1 I ran I 1 I t i i I 1 i I _ i I I I I I t I i i I i 30 I 11 ! I I I I I I I I I 1 I I I 20 1 I I I I I I I ( I ;u -1acnW M MM>O i I I I I< c�w3� G7 to m =-4-p rn Z D I 1 I I I I I i =rZ am m 1 I I I I I I I I I m cn I I I I I I I 1 v 0 O too 10 1.0 0.1 0.01 0.001 ul t .. D 5. GRAIN SIZE IN MILLIMETERS N GRAVEL SAND tv y s OBBLES SILT OR CLAY Z M COARSE FINE COARSE MEDIUM I FINE r UNIFIED SOIL CLASSIFICATION SYSTEM m I- -n v Z—1 o r nom =s -+ TEST SYM. MATERIAL SOURCE REMARKS rn —4 cn .� O N S3. i ❑ Test Pit No. TP-2 Brown f-m SAND. little �M i Sam #1 Depth 1. 5-21 C-) Silt m rn PROJECT REPORT OF KRING No. Q' GZA DRILLING INC. SHEET. i OF / 1215 W. CHESTNUT ST., BROCKTON, MA 02401 -To c3—lie GL FILE No (A DIVISION Of GOLDBERG . ZOINO 6 ASSOC.,INC. �'' r.3.��5�. �''-L iIASS CHKD. BY FOREMAN' L`/"��� BORING LOCATION CLASSIFIE❑RY. GROUND SURFACE ELE ION DATUM INSPECTOR:. ._._. / i l �DATE STI.RT_ '- DATE END � —�/� �'z SAMPLER: UNLESS OTHERWISE NOTED,SAMPLER CONSISTS OF A 2'SPLIT SPOON DRIVEN USING A GkOvjUWAILP HEADINGS 1401b.HAMMER FALLING 301n, DATE TIME ! Ai STABILIZATION TIME CASING: UNLESS OTHERWISE NOTED,CASING DRIVEN USING 3001D.riAMMER FALLING 24 1n. CASING SIZE; 3 OTHE —Iz— SAMPLE SAMPLE DESCRIPTION a- Q BEN•/G DEPTH DEPTH OF STRATUM CHM GE U No. (irYP (111 BL.OWW15" CLASSIFICATION .. �:o ��� w S Poo-.• A-YPC�'' 7�/A Al feun C�:'a'rove 712 A'O %d,7 /G �JNC rr�y/,ytf OP 11-*0A41 JL r G 9:70i� Cis /'yCl h /4 • ___—_ — F •r. xJ- y GF:%,NLL.'•.n S:('_ COHESIVE SOILS nEh1gRKS: BLC'� /FT ' DENSITY BLOWS/FT. DENSiT'r V. LOOSE <2 V. SOFT LOOSE 2-4 SOFT -' 4.8 M.STIFF 10-30g`:,,�, M.CENSE H 8-I5 STIFF 30 _J DENSE I5_30 V. STIFF 'iS.:1-'r'•",`` V C• p;cr >30 HAFD NOTES I)THE STRATiFr-ATIOH LINES REPRESENT THE 44TY GXIMATE BOUI.OARY eFTwEEN SOIL TYPES,TRAr:SITIOt+S MAY BE GAA U4L. 2)K•ATER LEVEL REANNGS HAVE BEEN MADE IN 7HE DRILE II'-ti-ES AT TIMES AND UNDER CONDITIC.{!5 STATED Col THE BORING LOGS FLUCTUATICNS IN TIE LEVEL OF SROUr:Irr TER WAY C<FUR DuE TO OTHER FACTORS THL14 �. THOSE PRESENT LT THE TIME WASUR MENTS .VE=" M4" - SORIN(, No. i - Jv6 IPA • ~ IIv —76 F� 4o(.A it) n M + 1 iI_..��-S�°+t X •". - �/D-•..Il�ICI _... ,, _... ...., 3'�N ..._.,._..... _..... !.��_.. —_.—.... ... -Pc�2C0�r L �•� _ �2a .f;/ice ,, I�•• ��lGµ per. z .LLB T s 2y¢k k 3 . 4 c:5 rS 74 - ,,•t cS/c; Js/P/f� :�c GfJCrP3 z /lx nQ .,fie,.:y'i 5 ��-& •- _ . mk3 gi 20-4 .,al, 4 �j dZA DRILLING INC. PROJECT REPORT OF BORiN� No. L SHEET OF 1215 W.CHESTNUT ST., BROCKTON, MA 02401 "'" T=13 /2CGG FILE No (A DIVISION Of GOLDBERG . ZOINO 6 ASSOC.,INC.) GA^tiJTI 9 t L /7 45 5 CHKD. Eft FOREMAN BORING LOCATION CLASSIFIEFI RY: GROUND SUR E E EV TION DATUM INSPECTOR:.,.' DATE START — - DATE END SAMPLER: UNLESS OTHERWISE NOTED,SAMPLER CONSISTS OF A 2"SPLIT SOON DRIVEN USk A H UNUw'A _R HEADINGS 140lb.HAMMER FALLING 301n. DATE I TIME "Y STAISLIZATION TIME CASING UNLESS OTHERWISE NOTED,CASING DRIVEN USING 3001b.HAMMER FALLING 24 in. -,y /p+ CASING SIZE: . ; 3 OTHER: .,_IZ T SAMPLE SAMPLE DESCRIPTION ui il No. P DEPTH OF STRATUM CHANGE c EN. p"I (in O(TL)H BLOwS/6� CLASSIFICATION _ N 8 /� / ��'oa v Cmd%7ta s /iY lJ�. rfic.t/ �pw s 0 2 /y/3 /i I GR.tiUL:.R SLt'_" ( COHESIVE SOILS REMARKS: 8L=hS/FT.�.- DENSITY BLDWS/FT• DENSiTY 0-4 ti,;+._a V. LOOSE <2 V. SOFT 2-4 SOFT 4 O "LOOSE 4 8 M.STIFF :O 30 M.CENSE B-15 STIFF 30•SJ DENSE 15-30 V. STIFF �.J V. r.ENFE >30 - HAP.D NOTES ,11THE STRATIFICATION LINES REPRESENT TIIE APPROXIMATE 60UNDARY EETWEEN SOIL TYPES,TRANSIT IONS MAY 6E fw OUAL. 2)WATER LEVEL READ:NGS HAVE P.F.EN MADE IN THE DRILL I"ES AT TIMES AND UNDER CONDITIC+IS STATED 91 �r THE 90PING LOGS FLUCTUATIONS IN TT+E LEVEL Or GROUNUWATER MAY OCrUR DUE TO OTHER F:,CTORS THAtl THOSE PR__ENT AT THE TIME ?*..ASUP ~TENT WERE Mcce. ~RING t1o. ' Z J` 1,2, 5 70 •1' C)eC �G 2 0 /yl✓ f 3 2(o / finale . 12 �_ .0 i r� ni D/� oO/��o _ •y _ .. •2" _ p /af/�� . _._.�.� -..-_..'_ s• l y i w 02 o vo-� — / ,' 17 `S y ME tivo '�•'+ 5. - U I mil// ti/LtM• 353 224•�� 32.4 30 /:-6814 deep 1w-te 3a' tz4t pit � �' I-21-88 32• v I �! PRo Pose,, Id :Ie1.0 64 .tot 12 -Po t /a Uaccw>,t �,o l 3 / Uaccuzi 1 ^'%✓.t to 3i:9 0 \ 0 I10,87C+5 9 ' covet 7•t/d trr,- Z7a "Cgtoue au urr�t�,%tal)Ce rra tet,i aat l0 c,-xund tcarJ c 9 QAll i •/ t� ? catch. ba4/�^1.1 ! 7- 3 f T? 504 110 wide Sca/e ! "-40 2 _ i� C a � S 88 E r/4 ,IJazbot °'oad :� = l;1jcr„ice, //a-. 02601 �a. l`,O. U2llhOOr�,i 3 o")odat vw i J'�coe`%.Ce No :Scalte "'t. Jow 330 r d :�caclT.cJ ah 22LI a� / !'eae�rue " 224 /It Ccpc�ci�t� SO4 a�rd i r J-I 9 3 1500 O t -77 r; z S . —-� ;Si.:e tch Ptc s of J'and zn ; eat 15ar v able, /ia, i j �o�i Larz Gaf,�a.�:her� ISe i t too l 3 a� shown on a. ptn stew <led <,vt book 2 '2 pc e 57. eva tiorvs, ate on an dc-fau t. + �ea.t / tt'r`/�-r 79 cule ! !-20-07 rla tr�� errcoru c .ecl 1 a t_e: ' a.ent: o-!.lea�fti 2 rnin p rt, I " (;ac!e S-2-88 ;,'it. P 2 9 P 3 P 4 9 P 3 pe&a. 2 rr:%n p et I�� 3z.8 3+.� 3Z,G 3z.7 9 / d peze. S r,•in pea I i a 3+.g 30•7 3t.1 31.1 I coc.,-Az cocc-✓1E r,:ed t.uw rsduutc �a.id �cJul '14nd OF 1,s z7 ' .y?' =3 ' cJ..at� irJcu� i i� _P(zt. Z .L ,. \,c .� Cf t i u C{ I aC<Ju.. � � u •C1-.a.rr �ctc.tf ' r!tx ' r',t>C ,!u^.l� i dfL?!� !� j ;� �"•� F r;✓JC + r,•,� /(JL� �?O�F':r.Sr�`�• , { WST /10 _�:, • i ��itT ,r�� ;: ��a j mp .� U.S.STANDARD SIEVE SIZE maaa 100 21N. I IN.3✓41N.1/2 IN. N NO.10 N0.20 N0.40 N0 60 N0.100 N0.200 I I I I ! nM I I I I x z c> I I ► I I I 1 I I I O 90 I I I I I I I I I ! r Z I I I I I I I I I O O o' so I I I ( I I I I I I C y I ► p y ( I I I I1 1 1 I I I I O A I I I I I I I I I I 1 I I I I I I t 1 I p -4 m To --- I I I I I ( I I I O in X I I I I I I I 1 I I y m I 1 I I I ► r Z Z 6O ► I ► p c m 50 1 I I i I I I I I I D t I I I I I 1 - I ► ► 1 = m I I I 1 t I ► I-- I y 40 ► I I I I I I I I m � I ► I I I I I L I 1 ► I ► I i j __ ...t 30 I I 1 ! ► I I I I I I I I I I ! I t 20 I I I I I I I I I I • X -4aCAm I I I I I 1 ► I I I mmrmDO I I I I I I I I 1 ► rn =-i-vZ ► ► I t I I I I t � =I-- ti I 1 1 I I I I I I I rnZ D N t I I ! � O --1 0 0 �, 100' 10 1.0 0.1 0.01 0.001 in D a r. GRAIN SIZE IN MILLIMETERS N `� _ r- -u Ui OBBLES GRAVEL SAND r"iSILT OR CLAY W m COARSE FINE COARSE MEDIUM FINE z I j r UNIFIED SOIL CLASSIFICATION SYSTEM s o ES r m TNOT SYM. MATERIAL SOURCE REMARKS rn v o N U) S3. 1 ❑ Test Pit No. TP-2 Brown f-m SAND. little ID �rn Sam #1 Depth 1. 5-2 , C-) Silt m rn N f GZA�DRILLING INC. PROJECT REPORT OF BGRiNr No. Q' ~ SHEET CF / 1215 W.CHESTNUT ST.. BROCKTON, MA 02401 Toe-/,If FILE N-3 (A DIVISION OF GOLDBERG . ZOINO 8 ASSOC..INC.) CHKD. BY FOREMAN: BORING LOCATION CLASSIFIED RY: GROUND SURFACE ELE"A ION DATUM INSPECTOR:'— DATE START %' k DATE ENO __lc _�1 SAMPLER: UNLESS OTHEI-,,VISE NOTED,SAMPLER CONSGTS OF A 2'SPLIT SPOON DRIVEN VSNG A GkOu.,40WAI LFt HEAOINGS 1401b.HAMMER FALLING 301n. DATE TIME STABILIZATION TIME Ai CASNG: UNLESS OTHERWISE NOTED,CASING DRIVENVS1tR'i 3001D.HAMMER FALLING 241n. �•h''S 1 l CASING SIZE: c3 OTHE?: = SAMPLE SAMPLE DESCRIPTION a=�h o Ne I?EN•/ DEPTH BLOWS/6• DEPTH OF STRATUM CHAD.�E yp G (I u CLASSIFICATION ko 2 e r cry S weo �• _ ,r1� ' G �•—' �� �J 1/D/7 /0 s•�Ht ��y�►+F Or /���A'L• J!L r T 'o 71/ a GR.'..NULA.R S:{'_, COHESIVE SOILS REMARKS: BLC''.YFT DENSITY BLOWS/FT. DENS:TY 0 4„" '<: V. LOOSE <Z V. SOFT .•_.a«:a:._.. 2-4 SOFT q"=10`tita LOOSE 4.8 M.STIFF 10--304> M.DENSE 8-I5 STIFF 30 Jim`'. DENSE I5-30 V. STIFF V DE1:SE >30 HAFO I+O I ES. I)THE STRATIFICATION LINES REPRESENT THE w-;'c�O�cIMATE 80+;!:DARY EETWEEN SO+L TYPES,TRAt6IT;ONS MAY BE t �� 2)WATER LEVEL REANNGS HAVE BEEN MADE IN 7I+E DRILL I+^LES AT TIMES AND UNDER CONDITIC41S STATED n1 = THE BWiN LOGS FLUCTTWTICr:S IN PIE LEVEL GF(RiX':L"hAfER MAY CiFUR OUE TO OTHER FACTORS THA14 Fs�RIIJr N0. F THOSE PRE'ENT GT THE TIME MEASUREMENTS wEac MZ% .'1.. a• �� r^ f _ s k ( Q CAT. S//�G 7 A 7 T J" i AO 0/2 n PC12L0 LAIV x _ h� �20 i"I''//v y 7:es7- A r' 7-4,7,rFf � 2�9 -010 kR A��'s'`ca,.' r a �.� ..rye �•��' � - —. .. ..._ ..-- - - _ ...-_. _.- ..._._. - _. ..- _.- ". . . .. ___ '.... - - +5. - '� TS AMMAN r w .. r:— c 'x M.lrh+n J•.meµ _ _ L " n wqi Yt.�tJ..i� 4 nA�+ h y,�.. •� .. . GZA`DRILLING INC. PROJECT REPORT OF 6CjRINr NO z SHEET r 1215 W. CHESTNUT ST., BR0CKT0N, MA 02401 Tcl3 /26<oG FILE No (A DIVISION OF GOLDBERG . ZOINO S ASSOC.,INC.) CHK.D. E'Y FOREMAN: A8.2,v BORING LOCATION CLASSIFIED RY. GROUND SURFA E E EV TION DATUM INSPECTOR :^r DATE START — — DATE ENDI SAMPLER: UNLESS OTHERWISE NOTED,SAMPLER CONSISTS Of A 2"SPLIT S:GON DRIVEN USING A H UNUwA LR HFADINGS " 1401b.HAMMER FALLING 301n. DATE TIME ` STAI;LIZ4Ti0N TIME CASING: UNLESS OTHERWISE NOTED,CASING DRIVEN USING 3001b.HAMMER FALLING 24 In. / - CASING SIZE: 3 OTHER: x, Z SAMPLE SAMPLE DESCRIPTION a - DEPTH OF STRATUM CHANGE n No. PEN' DEPTH (in>� 1111 BIAWS/6� CLASSIFICATION ZE ol Zv0a v co,aaio- s 8 ` •__..B /2 /V /2 y. s �a /0, /2 '--/Y,/V / ,q y [.1-7 GF:.`:UL:.R S:+'_5 COHESIVE SOILS REMARKS: 8LCkSiFT:. '-. DENSITY SLOWS/FT, DENS; 0-4_ :.'; V. LOOSE <2 V. SOFT 4 0 ��p f LOOSE 2 4 SOFT 4.8 - -. M.STIFF t0-304_ µM.CENSE 8-15 STIFF 30.50 . `; DENSE 15-30 V. STIFF ,`3 V EN_ >30 HARD !" NOTES.: OTHE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY EET'aEEN SOIL TYPES,TRANSITIONS MAY 6E Cw PU:L. f p,s as 2)WATER LEVEL READ;NGS HAVE PEEN MADE IN TI,E DRILL ".ES AT TIMES AND UNDER CONDITIONS STATED rAl THE 90RING LOGS FLUCTUATIONS IN R!E LEVEL OF GRpuI:UK'AfER MAY OCCUR DUE TO OTHER F.:CTORS THlJ1 BRING THOSE PRESENT AT THE TIME !�FnSUR MlI� TS WERE M GE. 10. T-µ- _ - 707,IL C/WSJ /6 Aht;c J` i�,�G.� f=/�c �2 IL ''• P C12Co C_4 7-r ail �y .20 7 7-T n t 21 17'IN .Z U /I//;tv TES i A T511 1 ,3 3' ?" 7e STS. _774 " Sf D o,v cSi`}!1 i°L=5. ;.!/Ls 2 c: 7•:1 F�'vJ. k LJ - W m 0 U.S. STANDARD SIEVE SIZE ` 1 0 100 2 IN. 1 IN.3✓41N.1/21N. NM_ NO.10 NO.20 NO.40 N0.60 NO.10O N0.200 i M I I I I I I I I I z 0 I I I I I I I f I y o 90 z i I I I I i I I I O O p' so -- I I I I I I I I I 1 < W 1 1 I 1 I I I I 1 co 1 I 1 1 I 1 I I I I _ _� a 0 00 I I I I I I I f I I Or -4 m 70 I I I I I I ► 1 t7 m z 1 I I 1 I I 1 I I I ci to m I I I I I I I I 1 r Z = 60 I I I I I I I I I I p I I I I I I I I I c rn 50 a I I I I I I I I I I z m y 40 I I I I I I I I I � f I I I I I I ► I 1 m I L I I I I I I I I = I I I 1 I I I I I I 30 f I I I f I I I I I 1III th I 1 I I f 20 1 I I I I I I I NBI I ;u --1v CO)W I I I ► I I I I_ I 1 I mrnm >0 i < 0—0 X;v G7 10 m =-1-pZ I ► 1 I 1 I I I ► _(-� �- I I I I I I I I I I . rn rn D M 1 f ► I ► I I I I I X zo -, o I 0 I3 c-) 100 10 1.0 0.1 0.01 0.001 f � Ln GRAIN SIZE IN MILLIMETERS U) 0GRAVEL SAND Iv Q y = OBBLES SILT OR CLAY z co � COARSE FINE 11 COARSE MEDIUM FINE ►j r UNIFIED SOIL CLASSIFICATION SYSTEM `n O Z-i o r -Di ON m 5c -i TEST SYM. MATERIAL SOURCE REMARKS rn rn -� U) v o U) S3. i ❑ Test Pit No. TP-2 Brown f-m SAND. little w rn Sam #1 Depth 1. 5-2 i C-) Silt T co ,^ -. V (n GZA DRILLING INC. PROJECT REPORT OF BCRINr No. SHEET CF / 1215 W.CHESTNUT ST., BROCKTON, MA 02401 TOt3-/ZCGC FILE No (A DIVISION OF GOLDBERG , ZOINO A ASSOC..INC.) 6", ,J`'A✓j'.-;==L li4.5 CHKD. BY FOREMAN �`2 "� BORING LOCATIOr4 CLASSIFIED BY: GROUND SURFACE ELE�PIION DATUM INSPECTOR: DATE START_. �- %-P3 DATE END � -`/"=7: — SAMPLER' UNLESS OTHEITNiSE NOTED,SAMPLER CONSISTS Of A 2-SPLIT SPOON DRIVEN USING A GkOUNUWAILP HEADINGS 140Ip.HAMMER FAILING 301n DATE TIME "�' STABILIZATION TIME CASING: UNLESS OTHERWISE NOTED,CASING DRIVEN USING 3001D.HAMMER FALLING 24 In. CAS!I•:r SIZE: c? OTHE': SAMPLE SAMPLE DESCRIPTION avin P£N./ DEPTH DEPTH OF STRATUM CHANGE I� Na' 1'° PEG (Tt) BLOWS/6• CLASSIFICATION J,L-7 -�.o /. / '•ir ' b '-- �-' /�i/vr� /o s��c ��yy+� o� /11r+,Cv 1 c r I k GF;.aLIAR S_<' COHESIVE SOILS REMARKS' BLC-z/FT. CENSITY ELOWS/FT. DENSIT 0-4_; a V. LOOSE <2 V. SOFT 4R-10 -" LOOSE 2 4 SOFT 4.0 M.STIFF 10-30�� - M.DENSE 8-15 STIFF DENSE 15-30 V. STIFF V DENSE >30 HnFO C. '[1 PiOTES I)THE STRATIFIC TION LIMES REPrESENT THE t,YrOtt1MaTE B0.1:GnFtr EETUEEN 5p1 Tti'FES,TRnr15IT;Or;S MAY 6E G-aOU L. z I yJ 2)wATER LEVEL REANNGS HAVE BEEN>. ZE IN THE DRILL II l CS AT TIES AND UNDCR CONDITIC•NS STATED n1 T� THE B!WING LOGS FIUCTL'ATICNS IN PIE LE�:EL Cr!'.RLA:r;UwaTER WAY CCCUR DUE TO OTHER FACTORS THU4 � THOSE PRE;£NT LT THE Tlu£AFa UR u[NTc ,,E �, :: KRING No. _ vh _.. " _ . 3 /y!N DIz a P/�L•7 �/ ��» . ._ _. .T�''�r'C. 7� � , c,= ��J,a.. . 7 !J 0Alfv /a W/A� xS T,+l 41' .. " t i - lY F GZA'DRILLING INC. PROJECT REPORT OF ECiR1Nr No. 2— SHEET OF 1215 W. CHESTNUT ST., GROCKTON, MA 02401 7CI3 /2000 FILE No (A DIVISION OF GOLDBERG . ZOINO 6 ASSOC.,INC.) -G!�r�/JT/Btr it/45 5 CHKD. FSf FOREMAN BORING LOCITION CLASSIFIED RY. GROUND SURFA E E EV TION DATUM INSPECTOR: DATE START - DATE END 9 -V_ 7 SAMPLER: UNLESS OTHERWISE NOTED,SAMPLER CONSISTS OF A 2'SPLIT SPOON DRIVEN USWG 4 H UNDWA ER HEACANGS 1401b.HAMMER FALLING 301n. - - DATE TIME " STAWLIZATION TIME CASING: UNLESS OTHERWISE NOTED,CASING DRIVEN USING 3001b.HAMMER FALLING 24 in. .N' / + CASING SIZE: t3 OTHER: �_ _ SAMPLE SAMPLE DESCRIPTION o' V PEN DEPTH DEPTH OF STRATUM CHANGE S` No. I'rPEC. IfQ glAWS/6 CLASSIFICATION ? .2 ^ y glelloI12. sonv Cal d014,s //N ��.• LJ'4L cfpw7 �^ o /V /1 / Tf,✓ry %iz' /a '—/y'/� r COHESIVE SOILS REMARKS: OL_wS;FT DENSITY BLOWS/FT. DENST 0-4 V. LOOSE <2 Y. SOFT 4-!0. LOOSE 2-4 SOFT 4-8 M.STIFF :0-30 M.CENSE g_IS STIFF SO-SO DENSE 15-30 V. STIFF rrNsE >30 HARD t4OTES• I)THE STRATIFICATION LINES REPRESENT TliE APPROXIMATE BOUNDARY EET'WEEN SOIL TYPES,TRANSIT IONS MAY BE S;UOU L. d ZWATER LEVEL REAC:NGS HAVE PEEN MADE IN TPE DRILL VVXES AT TIMES AND UNDER CONDITICtIS STATED ON : THE BORING LOGS FLICTIATIOUS IN THE LEVEL OF Gfi,'Ur:Uw'AfER MAY OCruR DUE TO OTHER F.'ZTORS TH414 tiRING i 10.E -• THOSE PRESENT AT THE TIME WASUP MENT WERE MA::•E -7,7& 1,2 7o7s1L. ' //•� P Ej2Co c-�4TrorJ Tc z( /�-fir��hs _... - 7&5 �_ /a _ . T-,-nG ,1. • � /s /ail/✓ ,, � 3 �o. .. INr y a,. r m 0 U.S. STANDARD SIEVE SIZE a. nr- 100 2 IN. I IN.3✓41N.1/21N. N NO.10 NO.20 NO.40 N0.60 NO.100 N0.200 _ W I 1 1 I I I I I I A O 90 I I I I ( I I I I z I I I I ( I I I I O O p' so I I I 1 I 1 I I I I I I I I I I I I I I a 0 I t I 1 I I I I I I 00 I I I I I I I I I I O -4 m 70 I I I I I I I I t O tr I I I I I I t I I I r Z z 60 I I I I I I I I I I p rZ Z 1 I I I I I I 1 1 I C m 50 1 I I I I I I I I I r 7p I I I I 1 I 1 I I I y 40 t I I I I I I I I I m I L I I I t I 1 I I i I I I 1 I I I I I I — 30 I I t I t I I I t I I I I I I I I t - 20 I i I i I I I I I I �D -ivcnv I 1 1 I I I i t_ I I I 7 ' M MM>0 1 3�< 0'v 10- X - m2rz I I I I I I I I I G) m tm I ;aZ . o 0 �, 0 U 100 10 1.0 0.1 0.01 0.001 ai TI Ln D �- GRAIN SIZE IN MILLIMETERS 1-7 ry Q z OBBLES GRAVEL SAND SILT OR CLAY COARSE FINE COARSE MEDIUM FINE Z m r UNIFIED SOIL CLASSIFICATION SYSTEM F DOcrTI ;i -Ut TEST r SYM. MATERIAL SOURCE REMARKS f�' rn N O. rn *1 LO o co in S3. i ❑ Test Pit lNo. TP-2 Brown f-m SAND. little a M Sam 01 Depth 1. 5-2'.: C-) Silt m cn J GZA DRILLING INC. PROJECT REPORT OF EGRi'vr No. SHEET C•F / 1215 W.CHESTNUT ST., BROCKTON, MA02401 Tod-/Ze': FILE No (A DIVISION OF GOLDBERG . ZOINO &ASSOC..INC.) CHKD. BY FOREMAN: 'Aalz R"r BORING LOCATION CLASS;FIED RY: GROUND SURFA'E ELE ICN DATUM INSPECTOR: " DATE START `�- %''� �— —DATE END -- ,:E SAMPLER: UNLESS OTHElTNISE NOTED,SAMPLER CONSISTS OF A 2'SPLIT SPOON DRIVEN uSiNG A �VUT�UW a �' HE.Abir4GS 1401b.HAMMER FALLING 301n. DATE TIME " STABILIZATION TIME CAS; G: UNLESS OTHERWISE NOTED,CASING DRIVEN USK SOOIb.HAMMER FALLING 24 In. 7'h 't I ' l C1.S!NG WE: J OTHE = lu SAMPLE o'(� PEN DEPTH SAMPLE DESCRIPTION DEPTH OF STRATUM CHAr.3E BLOWS/6� CLASSIFICATION -4 ra 7.4 /.' r ' {• !.1 �•%L ' GI_ �I �Dd/JI'7Io �:�h'Z. 1i0f;Nf Or �i���L JI� r I 7 7 /O 795 /. hi Gi;.NULAR S ;OILS REMARKS: 8LC- /FT. CENSITY BLOWS/FT. DENSiT'I 0-4 V. LOOSE "2 V. SOFT 4=10 LOOSE 2.4 SOFT 4.6 M.STIFF IO-30>� M.DENSE 8 IS STIFF DENSE i5-30 V. STIFF v [EtiFE >30 HAPD JE_7. n� I10TES. 13THE STRATIFICATION LINES REPRESENT THE BOt'NOARY EETWEEN SOIL TYPES,TRANSITIONS MAY BE 2)WATER LEVEL REAr4NGS HAVE BEEN MADE IN THE DRILL 11"LES AT TWES AND UNDER CONDITIONS STATED QN THE BRING LOGS FLUCTLUTICNS IN PIE LEVEL CF GR(R fa?'ti TER WAY CC.rUR DUE TO OTH[R FACTORS THAN _i)RING NQ •��;;,d„d„•�^--� THO T'F!SE PRESENT LT E TIME W..ASUR u[hT� wE=•- Mi.;; - - J�6 /.2G GG • 80 / J7/cA 0/0 a.. 7-0 ?4 C . 7 _ G/_, 3 . Cf1 s f/far fut. /Zv.ti j'o P 71cT-?C 7� Or. .CF.5 7eJ7 IV r /a s 2 fz TG /y AllIvej. 1 7' A r 7477,- W/w y - � I _Td i ` 9?`y A . �i;s' GZA DRILLING INC. PROJECT REPORT OF EGRINF' No. L �. 1215 W.CHESTNUT ST., BROCKTON, MA 02401 T=3 /Z��G SHEET —OF FILE No (A DIVISION OF GOLDBERG . ZOINO 6 ASSOC.,INC.) CHKO. E'Y FOREMAN: _'7'v •! CLASSIFIED RY: BORING LOC'TION GROUND SUP,FA E E EVATION DATUM INSPECTOR: DATE START - - DATE END 9 -y' -�7 SAMPLER: UNLESS OTHERWISE NOTED,SAMPLER CONSISTS Of A 2'SPLIT SPOON DRIVEN USING A GHWNDwATER HEADINGS 14010.HAMMER FALLING 301n. DATE TIME " STA!§U2ATION TIME CASING* UNLESS OTHERWISE NOTED,CASING DRIVEN USING 5001D.HAMMER FALLING 24 In. 9-Al-LA /0 ' CASING SIZE: 3 OTHER: I—=10 SAhiPIE SAMPLE DESCRIPTION a - DEPTH o=I� H No. ( " (1Ll M.CWS/6• DEPTH OF STRATUM CHANGE CLASSIFICATION v O fJ&- /�f.��s P9.v31 S li /IV /0' /,t '-/y'/� / G A';ULAR S,:;•_S I COHESIVE SOILS REMARKS: BENS/FT. DENSITY BLOWS/FT. DENSiTY 0-4 V. LOOSE <Z V. SOFT 2-4 SOFT 4-:0. LOOSE 4-8 M.STIFF 0-30 M.CENSE 8_15 STIFF 30.53 DENSE 15-30 V. STIFF ,`•J V ncNFE >m HAPO c!' NOTES- 1)THE STRATIFICATION LINES REPPESENT THE AFFROXIMATE GOIiIIDARY El:WEEN SOIL TYPES,TRANSIT IONS MAY GE S;LA DUAL. 2)WATER LEVEL READ;NGS HAVE PEEN MADE IN THE DRILL I".ES AT TIMES AND UNDER CONDITIONS STATED rAl _ HE 90P�,_c'LOGS FLUCTUATIONS IN R+E LEVEL OF GR0u:UWAfER Mar OCCUR DUE TO OTHER F:.CTORS THru T `.1R -2_ENT AT THE TIME WASUP MENTS WEPE MA;;E � ING No. 3�� l � f o T 7s;G _ C:�.���fit,�r 7i•,�c-�� f=i�c r ion p�' .. .C 's/ .v.c _ 70eATC �2• T��H S�y,Ao 2 ' r 3 — �20` CAPE COD PLANNING AND ECONOMIC DEVELOPMENT COMMISSION f 1ST DISTRICT COURT HOUSE, BARNSTABLE, MASSACHUSETTS 02630 TELEPHONE: 617-362-251 1 Mr. Tom McKeon Board of Health Town Hall Hyannis, MA April 11, 1988 Dear Tom; Enclosed please find water levels for observation wells AlW 247, 294, and 315, located in the Barnstable/ West Barnstable area. Water levels observed during November 1987 represent an average water table according to the record for A1W 247 (1972-1988) . While the spring of 1987 was the record high (20.73) , this level was almost attained in May 1983 (20.97) , April 1984 (21.71) , and June of 1978 (21.45) and 1979 (21.90) . As of February 1988 water levels have begun to come up again, after almost a year of slowly declining levels. As implied by the record, it is expected that a spring high level will be reached some time between April and June, depending on climatologic conditions. Based on these observations, a percolation test done in November of 1987 should not be relied upon without making-some adjustments for high water table conditions. Since there is some clay in the area, and the USGS methodology cannot be used, the test should be conducted during the late spring (May or June) to insure that the septic system will be able to operate efficiently under high water table conditions. If you need further- information, please let me know. Sincerley, Gabrielle C. Belfit Hydrologist 1 WATER LEVELS IN FEET BELOW LAND SURFACE A1W247 A1W294 A1W315 A1W247 A1W294 A1W315 JAN 84 24.58 12 .48 57.25 Lowest FEB 84 24. 30 Water 10\25\66 11\21\81 11\21\81 MAR 84 23 . 63 11. 63 56.40 Level: 28. 64 14 .73 61. 38 APR 84 22 .50 MAY 84 22 .52 55.30 Highest JUN 84 22 .51 10. 11 Water 5\26\87 5\20\83 5\20\87 JUL 84 22 .24 10. 00 55. 03 Level: 20.73 9.81 54.70 AUG 84 21.98 SEP 84 22 .46 10.46 55.50 Average OCT 84 22 .92 Water NOV 84 23 . 32 11.46 56.29 Level: 24.22 12 . 46 57. 92 DEC 84 23 . 68 JAN 85 23 .98 12 .26 56.95 FEB 85 24.20 MAR 85 24 . 18 12 .88 57.72 APR 85 24.29 MAY 85 24.44 13 . 14 58.36 JUN 85 .24.57 JUL 85 24.86 13. 30 59. 13 AUG 85 25. 14 SEP 85 24.45 13 . 09 58.90 OCT 85 24. 57 NOV 85 24.83 13 .26 58.82 DEC 85 24 . 91 JAN 86 25. 04 13 . 65 59. 08 FEB 86 24 . 62 MAR 86 24 . 33 12 .90 59. 00 APR 86 24. 08 MAY 86 24 .20 12 .55 58 .73 JUN 86 24 .44 JUL 86 24. 62 58.83 AUG 86 24.85 12 .92 SEP 86 25. 16 13 .25 59. 20 OCT 86 25.42 NOV 86 25. 53 59.48 DEC 86 24.96 13 . 63 JAN 87 23 .58 12 .23 FEB 87 23 . 13 MAR 87 22 . 55 APR 87 21. 38 10.26 56.58 MAY 87 20.73 9.83 55. 38 JUN 87 21. 15 JUL 87 21. 82 9.81 54 .70 AUG 87 22 .45 SEP 87 22. 99 11. 07 55. 53 OCT 87 23 . 38 NOV 87 23 .75 56.57 DEC 87 22 .93 JAN 88 24. 05 12 .40 57. 18 FEB 88 23 . 55 MAR 88 23 . 32 11.71 57 . 27 9 r 1 \ �.• ' r/ �� �• � ` 1 7 ,• � ��\��'t�• / '� !� .1 A/11��5/ram'! MOR _ � _.. �- 1 yo W,Emil ®RKINFIN."'A _ a � <C� :���lAll\,1t�_ ;! e�_��._..��- __ /Yale\ s �; I1N 1 •s l�!/�,�1�. PON � ��•;�-?..- �� ,� is �� � i v .• �•, - zS•" .'• ��1. �� �. >� - a,d. v-'+L ` :k.i '' ' s d :' . . }„i 7• ' •�' a'� •s '; .� ',. a i'S _ Le" ^Tn` ,y + r d •n`P i' ,. hF fL a «',-�'"'4w' m �c •:re � VI' � �''^y � tdr '4::. ,u ,,,�-sa: '�� �,,` f•:.e ' 4; �° t�� , )h., '�4{ p w. 4, t i'y r,.�.�ata« ; e 'd5r b a."� t r t S ,r r �+� y..� .s,k" . ` ,,. - Fr�,,.yy �1 •� « t f' r`x' kl : - L , �, t '�.:. �, V � �' . � <+r Y' 4 K F "1' y f `.Y' � Y`S 1 A• `• µ' '+t +J , 3 ♦ <r 4`r t*T, y y ^ F `gk,. y.S a ., �' d F T;: +r {-, Y,��7 y ,�,a4Y Y 33�� '^t Ais•Y�4C! ! ,y s,t` +Y S{tf.'t Y 1 t ,T 3F yY Ti', n t++''[,,' i ! z+ N^'w ;` 3 .� y a� 1 e F fi.• rtr 5, s, + 5 'Y' Al r' - . :ter t «y•� � .�a,. A 2' 1y f d •r , I +,y -' d �.:yf t.' '1 ` wey"s. Cz' z �' GYP #w + 'i , £t i� r ^•iw « M.r•; •z � , t `S+ `'x .. x t 'a R rw H d8 #f h a�, .. fr r'` r; .M�ryR r ha C' s Ly♦ ,. J S` w''�x �+'S^� ty r�, ,4W �+ :�i t F ? � ,� ;� i s• t, :i,. .,i r� ' r } y r+ rf; b .•� F'' r 4 rw,a ..� 3 i k't J i.� t +P .t �+''J' Z`�4. f r b t July 2, 1986'' st •.4 r IN ' ;3 f. x y R ^1 @ 7S .t t r x y .. . z - z y ,., l i A «.... 7'�+ 'r-. t �r h J,J!{t• '''�2.v+'t,Y-tXttt. r � r "• ry.z�.`,,�i a $ Pi ''b' t t yL V. KT ro S «t �, 1 + i ,t"''1 ' a• r°W.rt" r .. " y,$, 7 '' '� +}. �.v. .t _,'' � �«,t 4 a t,• `' �;. �}•. "' a,i � '�« r` �, '.'�'� +.+� •�r.. a y `�,�c. �� x, f' r r qr `f' sX r ;t..`� r ti. ,+'. �... .}�.t• s Mr.s1Janiel F Gallagher 4 Terrace Milton t tiF R a, ,ti ' _sa s f ; r i ;+ t rA t y7,;K c K ,. r['•�°r' f'id a4'r !• t 4" c�k A,t$e fy }tandoiph, 114A w02368 a d'~ •tt ,� } 7 :,< +F.�.l.,47 it'+• ,� -T rE..e « j a�y t 2 n�Y t T e �F '' �` < y t : ea Dear Mr GAllagher ' } .fir ` .�� :• a `r V xZ .,v' r, J �., < y !, K i, x ';, 7`�+./r h k •' i n r a4 - ., * .r, t ;.i' r • r r,� i c - 1`t.f1 1 '. *fix h ^".s+ T t j r,y s' a t `!r.it 2'a 40 ✓2. 'T •. -+Vy.�J n t ti4r + -� e '•,J ky °♦Y*+ lr ,x ' +. "y Your ;request rfoi' a' vrianceYJfrom;`the Town' of. Barnstable Health ltegulation'ancl`k t r possibly; Title 5, I. the'State 'Environmental 'Code; to install am `on site sewa_ ge +• diaposal`�ystem onyLot l Buttonwood L'ane;yWest Barnstable; is.not granted:'`" e, � N r�;�a `'r �� t'r`t`c r.,'i �y ' ��`t,� r y �-"1 a � ',� .i J z: ��p�`'k svf t� '"1 `;� y� i ,,•"_~ ' t � t. z x 3�' ,, •Twelve (12)`test,'holes were`°dug on the•lot •according,_to fnformation sut�mitted by to our en ineer: All• twelve Contained` m ry-.• ,, � , .�Y g i Pe , ious. clay -material unsuitable- for the ;installation of`a subs `rf c ' ,. ,. ' f aeon-site..sewage disposal sgstem.� `.�• a 4,k y;' i�s.47 _ r''4•,ia r ,yq+J 3Vk '".: a •,.`R,Kpy �a..,�[ ,, +" ,1 ♦ 1 t,, s ":r '"'.� !' ri R.s ,4�a i ..•fit r.'. The:Boardstiongly feels than this ste[is unsuitable'for a'sub surface sewage.disposal t t . f, rsystem rY,,'� " � .4;� ,;,�`�` �" " � �` i " ��, ►` . w �� : s . i '{4 ;.bur a t ;• � ''a �,. a r w'r r'i S'- ! { + M 1.� < '� 3r y, S r'a < � �Si:.y •' +' ;fiery. rul your I.T '{' ,{,..w • u .. . F '4,. Y '� jM+d+ trF'' Y.A' Y, y�,.: +n •.+ 1 . " p t 6 i yt ..+: 1t f, w ._i , y > .•! � K � �� �K tP a Af ;r . •S� - � o.0 4 1' 1';T y� a•ti :� r T• ;.., a ' t i. J t f. a i tw•« 1 - 1 a P , + / obert L Chil s, Cha�rrr�an J 'rt r f ,i^. d _w i + y,r rah .w yf •, r r•r Tr .•,., r �.. h �. k• r• r y _ +...r T s r �' -2";ita ,ew,r - + r� r . - s +e 's Ann Jane fibaugh` at t 9,N _ t, •, `1 •.� ''yr ,w •,c�yw p, ,w r t.�<I"<'.,3 lr, r.* 1 r ;z• _is w r { t h ,a' a... , ! rt V + Ht • r °a3-•r, + , r t Al f° .. f < :.; a. :F4 4" t " rF.R. 1 t .' '. 3 t zx ,yl'aiR t' I J.+" {z 2 •*' _.•.a 14 r Y 4... E�r rr <24 i°t� � �� 'd;t t"9' G"rover'C.bl: Parrish, bl', l� _ K ? ,, p - `,� =ate. si :BOARIXW'HEALTH 4y}.a A. . r a t�*, ut ,t ; , TOWN:.>OF{BAI2NSTABIE : 4{ rf y'LJt , '3 , yaal,g J# ,, s'?F r, '+ % q t G• :, 'Wg.� }4:• ix !ie' r 1 :i! +x"ia..a +'ai IT * Yyt, .rtv3.y '+, ,e",,a t T} z .v: .•t r= t t 5r ? v -•"r „ it r f..,�'.x 'yP ; fir` �� .f.' 'Y' r „ t t .. ;TMK/trim r'' -` ly. + '• � �t .y4+.�,�4 r� �Ps., .t¢a yy � :r r •.a t r b� ' t �k M x '.+y S cc ,MI Peter Sullivan, 'Baxter. Nye -rp'f,'}'- s k '( ,t' '�.." c'C4x.°y .+ Z,..*„ <'•.'.?v x J aw va•r1 ° t: v �k „ 7 9 A t tt ,t tt, r t, i ,f.'4 ' +�� ;< r .• # .y*' 3 J.4r.a . r`�,, f. i1,:� J f. �S, t +f' - y r +�;�.:3 i� � « i �� F tit+• Y Y i - sF'2 r r' i•,- 1a: ,1' i' J t. . r�= ;.•k '• 4 ` < , }<a y '�• d ar«,d, r �� r, +' .� « .r�, « 3 •r t 'a t�' j J• a t } ! r 1 r iry Y r•",.� t k 4 y�! • c ' 'etc t' ' rm ty %'c i^ 1 { . r r .' ` �, a •�• S.� t� 7+S'.;Y} t `r,.- t `" , ,.,A'a. 'v rr rr,: .R ri ' �,. •' A t„ r,' L �`•., } '' yR ' 2 t+ '�, rt ` `"f'`i • f''� �° ,. # ie t1 ' ,r'f• $ +' h` S r• A X.<it 1 r 3 ¢ rr@.. y,+ ,,.'�F!•' '+ia(bAi � 3 ;.fCvT t }' ^`t• , ps f' .p•. '. a J ? ,y r' Tlz t a F x {.., ;1. r+, w J .�' ✓ ,.a 'y' t •a �� : r. + +ram::" +,�..*: y '+.' ,= 4� .SY..•\ r �''+' .. •1i ,< *. . iJc.. v k V y .t a S r 1 z•^ r + 't `. 7, 3 a � ♦ -14 i ? E - ` , ti Prt i`_! e- Y btr ".,4 =d••• •`S {1• 2 4 � r •`'� t.�� � J S. t+r2� 4fi= � ; 't - £ y s ti• � � S SY hr��. •L x,.``3 e x �r r z Z i s S •� ti. .h ` ar,r« /v t .. F Air Z•! . ! ,C b •�' I r �'+r; a;' r� 'fit .�Y �� : MYCOCK, KILROY, GREEN & McEAUGHLIN, P.C. ATTORNEYS AT LAW 171 MAIN STREET BERNARD T. KILROY HYANNIS, MASSACHUSETTS 02601 OF COUNSEL ALAN A. GREEN AREA CODE 508 EDWIN S. MYCOCK CHARLES S. MCLAUGHLIN, JR. M ICHAEL D. FORD 771-5070 ADDRESS ALL MAIL P.O. BOX 960 MARK D. CARCHIDI FAX 508-790-1954 HYANNIS, MASS. 02601 LAURIE A.WARREN MARIBETH KING REFER TO FILE # June 29, 1988 Thomas McKeon, Director Board of Health Town Hall Hyannis, MA 02601 Re: Daniel F. Gallagher Lot 13 , Buttonwood Lane, West Barnstable Dear Mr. ;McKeon: , ' C r''f As a follow-up to our telephone conversations regarding the above-mentioned matter, I hereby formally request that the Board of Health reconsider Mr. Gallagher ' s request for a variance for his property shown 'as Lot 13 on Buttonwood Lane in West Barnstable. I believe there is additional information which could be brought to the attention of the Board which they did not have the benefit of at the previous variance hearings which I believe goes directly to the issue of hardship and also additional information can be presented with respect to what has been deemed to be unsuitable soil in the previous perk test . Please advise me at your earliest convenience as to whether or not the Board would be willing to reconsider the matter at their July 19th meeting . Very truly, yo s,,, Aael D. Ford MDF/djw CC: Mr . Daniel F. Gallagher 4291d i I I • ; l /a /� J 3Z 4, ! , i t Pit edt I pp _ I-21-00 11 i I P►Lo POSE 14 tot I2 1 t Uacant �' M Vacant ! xO t 13 i! ilit .to; 3i:9 0 _9.o I 40,870*S 1 cove/L �St ytnr% 27.0 r,;atc�/tir.+! 10 azound ' ' and zep;.Cace with cJ,er.n jiu. � r I p ind. 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I ,"#� ;T .I ,� .. �� � . ; ; . .; . .. . "I' I , , , ,� , L " ��, . � I, . .., .. � .it ..f' ," "L,' � -, - 'r, -� I�, P,. Y , SCE . . I..I " � I 11 . , : . . - . 4 . �11 I ��,�, �4�M,� -, -- es�. .%� -L. I � L I -MI � : . I ! r""'�_-�'l'?"'L."', °frw�a� TOWN OF BARNSTABLE OFFICE OF e BAR A3TAE7E, Z MA BOARD OF HEALTH ppA 039. \0� rEQUp�►r• 367 MAIN STREET HYANNIS, MASS. 02601 June 1, 1988 Mr. Daniel F. Gallagher 4 Milton Terrace Randolph, Ma 02368 Dear Mr. Gallagher: Your request for a va:-iance from the Town of Barnstable Health Regulation and Tiae 5, of the State Environmental Code, to install an on-site sewage disposal system at Lot 13, Buttonwood Lane, listed as Parcel 44 on Assessor's Map 217 W Ba rnstable,arnstable, is not granted. Two (2) soil observation pits were observed on November 20, 1987, which contained impervious clay materiel unsuitable for the installation of a subsurface onsite sewage disposal system according 'to information submitted by your engineer, Edward Kearney. These soil observation pits were not observed at the wettest time of the year as requi-ed by Title 5. Three (3) additional soil observation pits were observed by Board Members on May 2, 1988. These holes contained impervious clay .material unsuitable for the installation of a subsurface onsite sewage disposal system. Previously, eleven (11) soil observation pits were observed on January 31, 1986, June 9, 1986, and June 10, 1986, according to information submitted by your engineer, Peter Sullivan, of Baxter and Nye, Inc. All eleven soil observation pits contained impervious clay material unsuitable for the installation of a subsurface onsite sewage disposal system. Several of these soil observation holes were located in the area of the proposed onsite sewage disposal system shown on the submitted plan dated April 5, 1988, revised May 2, 1988. In addition, the sewage disposal system plan was reviewed by Thomas McKean, Director of Public Health for the Town of Barnstable. Mr. McKean found that the plan shows the leaching facility 1.4 feet above the ground and that the plan reads .Remove all unsuitable material 10 around leaching and replace with clean fill." Whereas, 310 CMR 15.02 (17) of Title 5 states 'impervious materials shall be removed from all areas beneath the leaching facility and for a distance of 25 feet in all directions .therefrom when the leaching facility is above natural ground elevation." I lip 1 Mr. Daniel F. Gallagher Re. Lot 13, Buttonwood Lane, West Barnstable June 1, 1988 The Board strongly feels that this site is unsuitable for a subsurface sewage disposal system. Very truly urs, Grover C. . Farrish, M.D. Chairman Cw� avi M4,6u Ann Jane shbaugh J es H. Cro r, Sr. GF/bs 3 L � i No. DATE fa All, /oITHEt TOWN OF BARNSTABLE FEE » . OFFICE OF t3; BOARD OF HEALTH 0 UP k� 367 MAIN STREET 77 . HYANNIS, MASS. o26oi I VARIANCE REQUEST FORM A11 variance requests must be submitted five (5) days prior to the scheduled Board of Health meeting. NAME OF APPLICANT Daniel F. Gallagher TEL. NO. 963-0228 ADDRESS OF APPLICANT 4 Milton Terrace, Randolph, MA NAME OF OWNER OF PROPERTY Daniel F and Mary F . Gallagher SUBDIVISION .NAME • Wa.tergate West DATE APPROVED 10-7=68 LOCATION;OF REQUEST Bu.ttonw00(3 ,,ane #1 West Barnstable M kec*i P.XA t_ 'i-0-7- S VARIANCE FROM REGULATION (List 'regulation) See Attachment A VARIANCE...REQUESTED' (Specific• request) See Attachment A REASON FOR VARIANCE :(May attach :letter if more space needed). ee Attachment A Vo LLS t ,4t_z b —n is k V C-=-t04%C- PLANS - Two copies of plan must be submitted clearly outlining variance'request;e.4. VARIANCE APPROVED NOT APPROVED REASON FOR DISAPPROVAL D NeaHh Dept Town of Bamstable 10 c c1oWML -Robert L. Childs, Chairman JUN. 2 0` �9 Ann Jane Eshbaugh Grover C.M.. Farrish, BOARD OF HEALTH LOT• 13 - BUTTONWOOD LANE Daniel F. Gallagher June 18, 1986 r VARIANCE FROM REGULATION Town of Barnstable Regulation: Installation of on-site sewage Disposal systems on marginal lots Dated 12/22/85 Variance Requested Prior to expending the funds, the applicant is askin g if the Board would accept a septic system design based the following: Upon 1. Results from a dewatered percolation test. 2. A system constructed in fill - not a .mounded system. In brief, based upon the 12 test holes dug - to date there is unsuitable material for approximately 10 ' of depth across the lot-is A sand layer carrying water was observed at tne* 101 depth. proposed is to conduct a dewatered percolation test on the sand layer to establish• a design basis. Size the system as per the percolation rate. Remove all unsuitables for 10 , around the system. Install a perimeter drain around the system to elminate any "drain" effect the leaching system may have on the surrounding soils. Reason fqr Variance The system will be designed in accordance with Title V 15 .02(17) construbtion in fill and all other Town of Barnstable Board of Health requirements. The lot is not located within a zone of contribution for a public water supply. Presently there is a very low density in the area, approximately 1 bedroom per 2 acres (total area of 28 acres) . `3, IB ,ra` iF -rta -l� O JJ . 41 ° • ° sla O— fz o(i s Cl _ - �a - - 'Y 3 r t' CR INS. — - _ - - - 1a Great 1 hac - - _ - - -- UW4 Tf3 h Island so grg a Islan JVes��\ !o' �'�' _ - � '. �e-s""- 4 t ra'd "� ��o ��•iJ ��>cr�* �'k 3arn able 1 II�Y -ijf U °AL- . _ - .+•�• i •) - \r\-f�1 111 o b r j o ° 0 111 ' ca o 0 �gg °o 0 \ �G \30 1 I a1 ° .y �i• �j:"'11 :•� \? .o� - 2f�7 °� \�J ° o °°� o I(� /i/ JQ `N".,�,P_e 'm°ttlb `°(I /I •ST. - �\r'ii ^ eP / e I,1'• o II ,o �p o 0 r o o � � � a (••��``. \a!, © 'll- 0 ` (•/ o I °° ram/� 0 -�\I1� ` ^��f�; C1Pa O r .O� •�--•; ,,��o \\ .".'_,�-r' �po�111,� \� (`�:�`'^ o `-' �I ��_, °��_J ~�:�°._ ° I LAC\ -S�; n\•. C; i J of od 1t>td co v o 0 0 �. •. Ra 1 © /` \�/�d b• o�� O n° \ C`. 0 0� o oll •jj' � cc�1-� 1 __.�:��_ V 000°\\l yr,,4 �.;oi �„_fir�/Cl�>�. -� 11 ['I A ��� O F"'° o � °o°O° f�'� %_ �/l� � o�� p° 0� r� � ( ��VA '' 1•r c� o �\ y00 U-ik�l Q) II 91 a il�l / -1 ,.n`L�•� •.,r• '�uJ�`\;/✓ /i �!?/ \\1 J� G'NI__ ��'�1__m� bcc_c _ ° , ^�. 0 711 0° r \✓• ,;, J /\. _ l -CCU_ 1 r ntierr o• i� f ` ..*` `� '.. ,��` •- �EMarEt QE?tAC.6 l�,ttiuNS�>T�g�� M0.T>rPaAL �'"a�'°'°'"'` ' `�, Y.h, 34 Exton IA C% ��e1Mere� / x i , t GeuSA Wo •i + ��MDIIC eVLFILi= ." Uµ60 IT74SLES r ,� • a � kX�s�l�w� � saL LE uo �`�►�� ax,-F 7—," A.- . - 44 f t _ • h. s � O�ATLR.4kL '�' �UA.ib�9`i'i71�i7, � ,�. �FAC,N�UER 1�► � - � _ �� `LErnarEt QE?catE �ti�-11h15t�+TIbP�>� Ma iA� !`WC,4 4 —76iMemit - { 1 f ! t • l� �1,1w16u IT'Iii3C.ES j'r - - = a. •uw Pi}''t _a r. ►�-��Ec N�1E+.s qL �r —peep =te217 �A.y GARNICK 8 PRINCI, P. C . ATTORNEYS AT LAW HARWICH OFFICE: 32 MAIN STREET 940 MAIN STREET POST OFFICE BOX 398 P.0. BOX 364 GERALD S. GARNICK HYANNIS, MASSACHUSETTS 02601 SOUTH HARWICH, MASS. 02661 MICHAEL J. PRINCI (617)771-2320 (617)432-5850 KATHLEEN FRANKLIN SHIRLEY J. SYLVA, ASSOCIATE JOAN LAFFEY NELSON JOYCE W. SCUDDER- December 22, 1986 Town of Barnstable Board of Health 367 Main Street Hyannis, MA 02601 Re: Our File: 10315 Dear Members of the Board: I enclose herewith, for your consideration, the following: 1. Variance Request Form. 2. Test result summary. 3. Test result log. 4. Overview map. 5. Proposed system. 6. Lot Plan. 7. Copy of Deed. Please consider this variance at your regularly scheduled meeting on January 20, 1987. I will call your office prior to the meeting to confirm the exact time at which this matter will be reviewed. Should you have any questions, please feel free to contact me. y truly ae Encs. MJP/j rd NO. DATE 4ofTeeTo� TOWN OF BARNSTABLE FEE OFFICE OF ��- • RECEIVED BY • HAHIlTAHLL s. BOARD OF HEALTH !oo M63V 367 MAIN STREET HYANNIS, MASS. 02601 VARIANCE REQUEST FORM 6� All variances must be submitted FIFTEEN (15) days prior to the scheduled Board of Health meeting. NAME OF ,APPLICANT Daniel F. Gallagher TEL. NO. 963-0228 ADDRESS OF APPLICANT 4 Milton Terrace, Randolph, MA NAME OF OWNER OF PROPERTY Daniel F and Mary F. Gallagher SUBDIVISION NAME Watergate West DATE APPROVED 10/7/68 ASSESSORS MAP AND PARCEL NUMBER LOCATION OF REQUEST Buttonwood Lane - Lot #13 West Barnstable SIZE OF LOT SQ. FT. WETLANDS WITHIN 200 FT. OF PROPERTY: Yes No VARIANCE FROM REGULATION(List Regulation) See Attachment A REASON FOR VARIANCE(May attach letter if more space is needed) See Attachment A PLAN — TWO COPIES OF PLAN MUST BE SUBMITTED CLEARLY OUTLINING VARIANCE REQUEST. VARIANCE APPROVED _ NOT APPROVED REASON FOR DISAPROVAL Robert L. Childs, Chairman Ann Jane Eshbaugh Grover C.M. Farrish, M.D. BOARD OF HEALTH TOWN OF BARNSTABLE LOT• 13 - BUTTONWOOD LANE Daniel F. Gallagher June 18, 1986 VARIANCE FROM REGULATION Town of Barnstable Regulation: Installation of on-site sewage Disposal systems on marginal lots Dated 12/22/85 Variance Requested Prior to expending the funds, the applicant is asking if the Board would accept a septic system design based the following: Upon 1. Results from a dewatered percolation test. 2. A system constructed in fill - not a mounded system. In brief, based upon the 12 test- holes dug - to date they is unsuitable matey ' e material for approximately �imat the lot, pp ely l0 of depth across A sand layer carrying water was bbserveo at the lU , What is proposed is to conduct a dewatered uepth. the sand layer to establish- a design Size n basis. Size percolation test on the system as per the percolation rate. Remove all unsuitables for 10 ' around the system. Install a perimeter drain around the system to elminate any "drain" effect the leaching system may have on the. surrounding soils. Reason fpr Variance' The system will be designed in accordance with Title V 15 .02( 17) Construction in fill and all other Town of Barnstable Board of Health requirements. The lot. is not located within a zone of contribution for a public water supply. Presently there is a very low density in the area, approximately 1 bedroom per 2 acres (total area of 28 acres) . OCATION L N0, P-5,5? ._ ILLAGE DATE 6 S P 6 PPLICANT FE$Y_- DDRESS �EPMONE NO.�on-refundable NGZNEER i ELEPHONE No.L1Q I ATE SCHE,DULEA�(tno Q 161Nl. (Applicant's signature ..................5....................'....:... .........................'..... 4SSESSOR'S MAP& LOT NO. SOIL.LOG n-DIVISION XAME DATE a� ' 9,19�C�TIME 11 .3LC� XPANSION AREA: YES N ENGINEER'h 4WH WATER , y� _ c _-PRIVATE WELL p��694�0e6 . � , .,� ' ;' 1a,.a�< ., ny• lu..,� �}t, BOARD OF HEALS •t • s'` �fiyc�cZ EXCAVATOR KETCH: .(StrEet name,ate.;dimensions 'of� lot,.exact location of test holes and 1'` ercolation tests, locate wetlands in proximity to test holes) NOTES: ro= M Gua a-,o Frog -� • +� � 0-e,?-t.es Z-sss { "O e- 7'SA V D ® o-aua5,2-tov6 s,1,115auo w c�o� 3RCOLATIC;N RATE: ►.ACC( 1 ' .ST HOLE NOS - ELEVATION: TEST HOLE ELEVATION: (.oriw�4:ro�asa c.. . . �bg G 2 2 �$�65c>l L. T Y.;Sago - 3 / � R 5 o�Gia1( vEz�(co";c AC 4 veQ�( �aKPat-r S�rysa.i5 � 5 v71...EnA6c.f,QC C,�pE�' 6 6 6 7 8 ® 8 G 11L`( ve int sOanG $A.nl9 8 10 10 vC-2Y Co.n o A,cT-S%,.TY 5� c-- 1. 11 �o^►4U 1T 1- .ASZ-5 0-'CLAD( 12 �T7,uSSAjAV 44>,A , 12 wig. �5�cr 13 13 14 14 15 15 ,6 16 SUITABLE FOR SUB-SURFACE SEWAGE: LEACHING FIELD9A LEACHING PITS" ' LEACHING TRENCHES NIN L4SUITABLE FOR SUBSURFACE SEWAGE, REASOHS:• ULwA' !.t To rt+.t0 /k A`LA-(c�. ' �C SUITFl�t �. MPrT`E�2�f��� �iC�Q�_2T ��/'S _ 6vE�1K1SDOo641oTAA6A4A lNE2C leu•e 1 •STFr 30HeWNaL6 DU eCAT' )TE: ENG=NEERING PLANS MUST SHOf� NUMBER ASSIGNED ON PERC TEST APPLICATION tIGIHAL: COMPLETED TN ENTIRETY BY P. E. AND RETURNED TO BOARD OF HEALTH )PY: RETAINED-BY APPLICANT ' I � i GEOLOGICAL SURVEY Vr-k'kkM""!Q`"` yr r use 386 387000m E 388 389 20' 390 391 NCO NOW -? t' a IN" � � e k�. 1 • "'" s � fl ilR GSM \+ r l`I .O t ]'1 V l/ fJs i "-`---_ - it r. @k 6. • .s �'� � ° °o •� D o o �° o do° � o I'stlal faaf aw MIN `+ TU f519 ti ,,,. •_ u_. '� e s vim, z'�1SJI` � 2, �reatth.9c'. Little Tff ich Island. .. y its r}: _ • y15 _ IsYa J asue i 5 �,.._ Barn a le r I /LL! ✓�. -ram__ p.. o S U � o �,O � Cam% to ;_ h .,, 11 0 \ r / •_� — AO •, °p 50 \ .: ©°�41Q ° �r •� ... o. - ���• • < ° ))—'�' °• - � I o � ter,/, � ;� 11< ,• of y (Ns• o�.f ? ° y'Jz�-_�'• •,) I\ o p ° ('\� o °©o o �I(�i/ or '� 9,��- ` � :�a N°�—i -• .o er °© � ° ° �� o r.rr - JO j\� ° I ll \\ o ••� G C O O� _- � T:.Q � °0 0 °t �• Op ��, •�'`• ,r.. �o° ooC8elr/��=-:o o �09� o °off o sJ�i ,lll 1�- �©�c,%�10{I©f,/ �\�\ �._ mmugfty g° °o0°�IIW;Q ° °�'I ° © ,�� 'p��'\ W, V C l�l 1 UU Ls �Zi •-,f �l� �_,\-�. /" // 38 ,4'p �_ � �,Codl, c- �,�., � �I©��it ° %�a °��,A, �<�0 0�,: �> „•3T �,ri q 0�r l�� I ` `rd ���..1 7` o ) ''r� \° o \ ...�ril \ s ,, �u `` o � °�� _ — r � �%II � - 7°NCB °� O �c, �•-C'� '.1�'�l r� �. na o -° (°n ° �• oo °Io> 0 G O�j\l °fob°� /J_///1I 0 �f /'F, \ '� �b ° °o° o� r-i�����"J •���h°r, °° I..���� � I, �0(d1E.iN)�0 i0`.D (-.•?,°o o e o o°IJV�( J �/��1 ��� , o I" .\I �oo /1��./;����r S� rl 4 �^�\�---'\l -I:�/ � �'"�•/5 - f_ �ank�, J _� a ',; �. Y �'�,• �J'��,�. ,ram ,t o r•t �--� 0 r II `II ( G;11 •� i / U Poy1\s °C° at to �ti 1 33�C � G c i c+�d./aCAt,t . . ,� t•�"'�-..: .•- � -ram.'' +f� —�—];,e7 � 1 `�i.� of •V ` � ��, ram., �� , •^* � ./r � "? �,,,,..---` ^4 1 :✓ten � ./` 1-� /r < LIM6t�;T74$�ES Jr .,..shy. 00 Ga�u L f � 2 �z7o , CD c � � (� N0 0 � a R ,r (40 'o �RS� 06)7 l � 1 e.✓ - MASSACHUSETTS QUITCLAIM DEED INDWIDUAL (LONG FORM) 882 BOO _ a i5o/' WE, JAMES A. GILLIS and CATHY GILLIS, Trustees of GREATMP_RSH REALTY TRUST, of 9101 Jacaranda Lane, Fort Lauderdale, Florida � � beingYmmarried,for consideration paid,and in full consideration of Thirteen Thousand Five Hundred ($13 ,500 .00) Dollars grantsto DANIEL F . GALLAGHER and MARY F. GALLAGHER, husband and wife, as tenants by the entirety, both of 4 Milton Terrace, Randolph, Massachusetts, with quitrIttim ruttrtututti thelandin Barnstable (West) , Barnstable County, Massachusetts, bounded and described as follows : (Description and encumbrances,if any) Beginning at the Northeast corner of the granted premises , and running; S 371 20 ' 50" E by Buttonwood Lane, a distance of Two Hundred Twenty-seven and 94/100 (227..94) feet; Thence continuing on a curve having a radius of Five Hundred Fitteen .a.nd 84/100 (515 .84) feet by Buttonwood Lane, an arc distance' of 22 .57 feet; Thence, S 75* 40 ' 50" W by Lot 12 as shown on a plan herein- after mentioned, a distance of Two Hundred Twenty-five and 19/100 (225.19) feet; Thence, N 160 21 ' 25" W by land now or formerly of Ellen McGarrahan, a distance of Two Hundred Twenty-four and 10/100 (224.10)" feet; Thence, N 720 49 ' 15" W by Lot 14 as shown on plan hereinafter mentioned, a distance of One Hundred Thirty-five and 78/100 (135 .78) feet, to the point of beginning. Containing an area of 40 ,870 square feet, more or less , being shown as LOT 13 on plan entitled "Watergate West, Plan of Land , West Barnstable, Mass . , Scale 1" = 60 feet, September, 1968 , Whitney and Bassett, Architects Engineers , Hyannis, Mass. Said plan being recorded in Barnstable County Plan Book 232 Page 59 . For title reference is made to deed from James .A. Gillis & Cathy Gillis dated August 31, 1967 , and recorded at Barn- stable County Registry of Deeds in Book 1378 , Page 19 . This deed, is conveyed subject to restrictions, easements and covenants of record all as set out in instrument recorded at Barnstable County Registry of Deeds in Book 1446 , Page 224 , entitled. "Protective Covenants Watergate West, West Barnstable , Massachusetts" , and is conveyed subject to easement to the Cape & Vineyard Electric Company, duly recorded at Barnstable County Deeds in Book 1416 , Page 822 . There is conveyed herewith the ,right to use all of the ways as shown on the heretofore mentioned plan, together with all others legally entitled to use the same. --- f C 'l Cd -1' , i Ifs �[ � '��.�i�}r.5• ' �-� a i rnt -... 1 _ It +JJJJJJ 1 i—1111 1 i F ^; +' .•t t l',i + .(*Individual—Joint Tenants—Tenants in Common—Tenants by the Entirety.) BOOK 1780 PAGE 315 IVItuptis ...o.ur........hands and seaP this.............i .............day of I�Lt .. .... ................... '4972— GREATMARSH REALTY TRUST ........... ............................................................................ ..... .. .. .....�7. .............. James A. Gillis, Trustee ...... ............................. Cai hy� Gi ............................................................................ ..... ....................................... .................... ........ The Commonwealth of Massachusetts Re Barnstable ss. 1972 Then personally appeared the above named James A. Gillis and Cathy Gillis, Trustees of Greatmarsh Realty Trust and acknowledged the foregoing instrument to be their free act an deed,before me vsQNo . . ....... ........ . .... ........;.*........... .... ...... Notary Public XWN My Co ssion Expires.......... 0 Z7 ZO �19 OF MAS uOIN RECORDED DEC 2-9 CHAPTER 183 SEC. 6 AS AMENDED BY CHAPTER 497 OF 1969 Every deed presented for record shall contain or have endorsed upon it the full name, residence and post office address of the grantee and it recital of the amount of the full consideration thereof in dollars or the nature of the other consideration therefor, if not delivered for 0 specific monetary sum. The full consideration shall mean the total price for the conveyance without deduction for any liens or encumbrances assumed by the grantee or remaining thereon.All such endorsements and recitals shall be recorded as part of the deed. Failure to comply with this section shall not affect the validity of any deed. No register of deeds shall accept a deed for recording unless it is in compliance with the requirements of this section. APPLICATION FOR PERCOLATION TEST AND OBSERVATION PIT LOCATION !„ d 7 / _ NO. P 6 79,s VILLAGE DATE APErLICANT �(" n FEE_ e; s.Y �� ADDRF;3S ,�, TELEPHONE NO. (Non-refundable) ENGINEER :, _ �, TELEPHONE NO. '362'9 B DATE SCHEDULED (Applicant' s signature) . . . . . . . 00e000 . o . 00000 . . 00 . . . 000 . 00 . . . . . . . o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ASSESSOR'S MAP & LOT NO: Z/•�/4.4 SOIL LOG SUB-DIVISION NAME �q1,�.=p7,-4 kla67- DATE 20-07 TIME ENGINEER: ?� EXPANSION AREA: YES /NO _ i> Lid /Z�(/� ,/ _ y , TOWN WATER FRIVATE WELL / 1j, �yr✓�i N G17 BOARD OF HEALTH y;C70P1,V0 eZD, 1,VC , EXCAVATOR SKETCH: (Street name,etc. ,dimensions of lot, exact location of test holes and . percolation tests, locate wetlands in proximity to test holes) NOTES: �.Z • `0 P.,FND 0 �Tv//A M.4 1k l� IN* INA t � h p'� O L YV PERCOLATION RATE: Z ;B TEST HOLE NO: ELEVLTION: TEST HOLE NO: ELEVATION: 1 40 1 .-W4049 6 / x 6 8 8 9 9 10 10 11 11 12 12 13 13 14 ..' 14 15 15 16 16 SUITABLE FOR SUB-SURFACE SEWAGE: LEACHING F CHING PITS LEACHING TREN: __ UNSUITABLE FOR SUB-SURFACE SEWAGE. REASONS: v�q,,br� VOTE: ENGINEERING PLANS MUST SHOW NUMBER ASSIGNED ON PERC TEST APPLICATION JRIGINAL: COMPLETED IN ENTIRETY BY P. E. ANJ2 RETURNED TO BOARD OF HEALTH -_OPY: RETAINED BY APPLICANT O CAT ION ILLAGE - a.lo k DATE 6 S . PPLICANT FE . DDRESS on-ref N0. NGINEER tiJ- - - I TELEPHONE NO. � =�=�-�� • ATE SCHEDULER,,TnQ (Applicant' s signature t . . . .•. . . . . . ... . . . . . . : a 0 0 0 0 a 0 0 a 0 0 0 a 0 0 0 . . • . • • • • . • . • • • • . • • • • . • . • • . . • • • • . • • • a 0 • •-. . . . . .kSSESSORIS MAP & LOT N0. C SOIL -LOG .. JU a E UB-DIVISION NAME DATE J��► t% �3� ►%! _TIME 1 ;Z XPANSION AREA: YES_ NCS 6�TN�ti uD�t, XT A y o ENGINEER '•�'' �itof�.ILs M� C A.1-.t, ,v,-i1 E 9��O 1�(o � �� T r QWN WATER • PRIVATE WELL _34k; Ckt„L� � , ,s to, 6G BOARD OF HEALS_ • r0LLk=-0- EXCAVATOR KETCH: .(Street name, etc 0 dimensions of'_lot,' exact location of test holes and 'percolation tests, locate wetlands in proximity to test holes ) • NOTES: SSG ? . "' • MIAr�Ct.20r lye , 0-2 LAS)Z_6 S�ry�41 L evsa� L•S 1'S 3 Guy. 1+ Q -4 CL^4 67--7 C-LAi( N 769L a ►tZo� 7• g4cu� tJ . `;.;. •ty�,-2, s arc savt�w c id41:0 1b _ aD1F • Z.�St 191 --- Sl GTE( 4LVL :RCOLATION RATE: :ST HOLE NO: 771 -1 ELEVATION: TEST HOLE NO:T)A---Z ELEVATION: 2 �j 2 S�aso�L Y C2_ 5 vP>`E 6 C-p C 6 8 8 C am( W T1* 601•%E 5a wt 9 0 g 9 9 (o oatr-Stt:Ty, SAKk 10 10 t-e-v-A5F_5 ©c'- Gt_p 1 �2 ` del camSowl� 2 lkio . . 13 13 14 ., 14 15 15 16 16 6UITABLE FOR SUB-SURFACE SEWAGE: LEACHING FIELDPA LEACHING PITS W • LEACHING TRENCHES •NIN Uk SUITABLE FOR SUB•-SURFACE SEWAGE. REASONS -1 IUE 'T0 i2 ► t_tO /k /V ) " C) i5 l L i5gf? 5 �6WGVEP_1I41SV066140TMCA,K T"eeE IS4 R *3+2 SOM'&.04MetrF Ol..l'Ti� CO'T )TE: ENGINEERING PLANS MUST AD NUMBER ASSIGNED ON PERC TEST APPLICATION ZIGINAL: COMPLETED IN ENTIRETY BY P . E . ANp RETURNED TO BOARD OF HEALTH )PY: RETAINED' BY APPLICANT No. ,OCATION � '� c} co ) / - , _I LLAG'E DATE -- tPPLICANT , FEE tDDRESS A/ 1'1-�%2 TELEPHONE N0. ���.�dC'�S� n-refundable ;NGINEER�(jVe, / r C'- /_&,c- /ye� TELEPHONE NO. )ATE SCHEDULED 20 Cl`-- 10 (Applicant' s signature ASSESSOR S MAP & LOT NO. SOIL -LOG ..SUB-DIVISION NAME . 4 CRAVE \4J VUST- DATE :XPANSION AREA: YES NO 'I �Uu, �� - _ENGINEER :N' --� `QWN .WATER PRIVATE WELL Y. BOARD OF HEALTF ' Ila EXCAVATOR , ;KETCH: .(Street name, etc. ,dimensions of lot, exact location of test holes and `'percolation tests, locate wetlands in proximity to test holes ) NOTES : ©-- I �-•d�� SvtSso�L to G r- SZ:57 .� ZZ 6 0 RCOLATION RATE: ST HOLE NO: ELEVATION: TEST HOLE NO �- ELEVATION: 1 Sc,�z 1 �- 2 2 3 3 4mcL - 5 5 6 4 i 7 8 8 9 9 r�NE 541 M1 La,( 9,5 t caa���a� 10 10 Ato) 11 11 LAB , 12 �_ - vk 12 13 13 14 14 15 15 e 16 16 SUITABLE FOR SUB-SURFACE SEWAGE: LEACHING FIELDI:16LLEACHING PITS MA- LEACHING TRENCHES_11lt UNSUITABLE FOR SUBSURFACE SEWAGE. REASONS ,_IUD �5t.�, SOi� S `Z3 1307pb(C-1 - F a NOTE: ENGINEERING PLANS MUST SHOW NUMBER ASSIGNED ON� PERC TEST APPLICATION 0 GINJ COMPLETED IN ENTIRETY BY P . E AND RETURNED TO BOARD OF HEALTH CY: RETAINED' BY APPLICANT ,0CAT ION a. e / I I LLAG E DATE (c APPLICANT l FEE ( n-refundable tDDRES5 //-A,1-2 _77- C' "' TELEPHONE NO. ;NGINEER �// r C- e /v� TELEPHONE N0. dr i3� )ATE SCHEDULED ffla" 20 M -,�, D (Applicant' s signature . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . ASSESSOR'S MAP & LOT NO. 2 SOIL -LOG ;UB-DIVISION NAME Q4-X,ZC VE S't` _ DATE � t � v TIME 1 L ;XPANSION AREA: YES NO^______ vutuaa� 'QWN .WATER PRIVATE WELL —�� K BOARD OF HEALTE EXCAVATOR ;KETCH: .(Street name, etc. ,dimensions of lot, exact location of test holes and `,''percolation tests, locate wetlands in proximity to test holes ) NOTES : G C.-- It 0- 1 Lco'-�4SWbOtL OF S , 1 a- � �d s7 22 5',0 ?ERCOLAyTION RATE: O �� 17 TEST HOLE NO: ELEVATION: TEST HOLE NO: �- ELEVATION: oAw l 2 2 3 3 L-A, , 5 5 -1 . 6 q, 6 i 7 7 , 8 8 9 9 g.5 ,NE 5q�a� 10 10 9,5 tcaae��►� . 1lLo, 1112 12 13 • 13 14 14 .. . 15 15 ' 16 16 SUITABLE FOR SUB-SURFACE SEWAGE: LEACHING FIELD/ 1 TEACHING PITS KAA- LEACHING TRENCHES a rc UNSUITABLE FOR SUBSURFACE SEWAGE.' REASONS :.juimtbLE Sol ctS e ocu LD e..tOT r rc 010 d NOTE: ENGINEERING PLANS MUST SHOW NUMBER ASSIGNED ON� PERC TEST APPLICATION. � GINAL: COMPLETED IN ENTIRETY BY P . E . AND RETURNED TO BOARD OF HEALTH COY: RETAINED BY APPLICANT .00ATION C- / N0. TILLAGE DATE APPLICANT FEE G;N n-refundable +DDRESS ' /�1,h t i� TELEPHONE NO. ;NGINEER C— /u�. _TELEPHONE NO. )ATE SCHEDULED 2-0 191960 Cl` 36) (Applicant' s signature ASSESSOR'S MAP & LOT NO. 2 S OIL -LOG ;UB—DIVISION NAME 4 CrA� \Jss- DATE �rrt 1 TIME ; eXPANSION AREA: YES NO �L?0 i t �_ ENGINEER CQWN WATER PRIVATE WELL _T BOARD OF HEA.LTF EXCAVATOR ;KETCH: .(Str.eet name, etc. ,dimensions of lot, exact location of test holes and `''percolation tests, locate wetlands in proximity to test holes ) NOTES : .�� 4-3 dbf — t 17) C -n+-5 • \ � ZZ:S7 ?ERCOLATION RATE: N.O PEST HOLE NO: - ELEVATION: TEST HOLE NO 2- ELEVATION: 1 0A-,,&4 0 2 2 3 3 4 4 5 5 6 q, 6 7 7 8 8 9 8,5 ,n�E sgrND h1 C� �( 9 9,5 t tA,az�rac� • KZO, 10 10 11 11 L-AL-( U , 13 lJ 13 1 . 14 4 . 15 15 16 16 SUITABLE FOR SUB-SURFACE SEWAGE: LEACHING FIELDI,!&LEACHING PITS KAA- LEACHING TRENCHES LIA.- UNSUITABLE FOR SUBSURFACE SEWAGE REASONS :,��vt �iC� SOt ctS ?POD- - - �-�a�TiG NOTE: ENGINEERING PLANS MUST SHOW NUMBER ASSIGNED ONPERC TEST APPLICATION p GINAL: COMPLETED ENTIRETY BY P . E. AND RETURNED TO BOARD OF HEALTH co Y: RETAIDTED• BY APPLICANT I ,OCATION [- �,� ct / _ N0. PILLAGE _ DATE�S� APPLICANT - ( a ca FEE r" ADDRESS i/ ,l'77- C ;� TELEPHONE NO. ��. dc'�Sl n-refundable ;NGINEER &Lt.�, TELEPHONE NO. _.E/31 )ATE SCHEDULED y �Y� 2D 1g8CP C!` 30 (Applicant' s signature . . . . . . . . . . . . . . . . . . . . . . . . . * *Yee • • • • • . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ASSESSOR'S MAP & LOT NO. 2. SOIL. -LOG .. ;UB-DIVISION NAME 4i- v?C—cAV \J�-ST- DATE tM ��� TIME^11 `� ;XPANSION AREA: YES NOv���ut � �_c .�.E?�GINEER 4QWN .WATER PRIVATE WELL BOARD OF HEALTE EXCAVATOR ;KETCH ._(Street name, etc. ,dimensions of lot, exact location of test holes and percolation tests, locate wetlands in proximity to test holes ) NOTES : -„ • 4Q i `3 40 tG �� �• � � Q-- � Los►•. -��S��sc,�L ' R-2 ?ERCOLATIO$ RATE: TEST HOLE NO: - ELEVATION: TEST HOLE NOt 2- ELEVATION: ' 2 2 3 3 I 4 4 L 4 5 5 6 6 7 -- 7 8 8 g,S g 9 % NE SA�.1 V-J 10 10 9,5 Lcaae��a� • K, 11 12 Vk � .,� 12 �Z U 13 13 �3 vAi.A 14 14 . 1.5 15 ti 16 16KAA- , SUITABLE FOR SUB-SURFACE SEWAGE: LEACHING FIELDI-&-LEACHING PITS LEACHING TRENCHE L 16.- UNSUITABLE FOR SUBSURFACE SEWAGE. REASONS :. lusT- AztE Sol uS ID 'SU700CE, F NOTE: ENGINEERING PLANS MUST SHOW NUMBER ASSIGNED ON\ PERC TEST APPLICATION O GINAL: COMPLETED -IN ENTIRETY BY P . E . AND RETURNED TO BOARD OF HEALTH CY: RETAINED' BY APPLICANT r' I 35" I I _ � �� ! 30 3a.,,9 S 35•3 2240a 32.4 . 1 3a creep 6 t e jt4eAt pat ® 1-21-88 3Z• \ F)zo Posa D � �► 3- r3.i?. eo i .tot 12 ` � Xo t 13 �iu to 11-31,9 0 ; z9,0 401 870+S .9 274 covet e yi.ter. e xoue at t un a tabte / r„atmAiC, 10 f c%ound 0 and teptace- wi th Oxrn ?itt. Atopo'.ed nd. IMU /3 .c _'� • / J/2 4 tone 5 �! 224 O 2 catch baa.t n4 31'7 Z8' S, Z, Z7 94 buttonwood •Pa►o- 2 C �3�� y2 s� �0 wale sae 'S 88 i Ind. �� A,I,C C'ap e £naineehuu 49 ldaalio t 1\6ad 3° o Jdya#vlaA, Ma. 02601 : f No. bedroom.,. 3 i J 04at no 37,` Pico J Ua No Sca.Pz t�1p.C'eacl ?tow a�ea 224 30 pd n j 6,e�.�iue 224 a� Capacity qpd 1 1 S00 z, 3- I -r. CGFA� � • �� {_XISTIN� CvA�'?jR_ ;,i,QNp� 1 Slz6tcA Paz o j .Pand in (`Je j t i3a&via,tab& Ala. I 9o,t ',)an CaRc, e& I 6e uu tot 13 ad. ahown on a plan tew td,,-..d in I book 222 pao 57. ti Reuc t i on..s, atz on an ad4u&ed d4ttmt. (tirC�de I 1-20-,7 Wit. o;• �uszvr i nrp (Uatet excotmtet. Date: sent: /s /,5,oatd oY T 7A 2 rzrn ppt l'� 9p I p2 c 32.8 31.7to a!& 3i,gtOG1611 30,7IN 3 ' coat coa4Ae 1 S i r FhJ�z'ct r `' CU` 4RD` �•Gr � �Jkk Of 4 uZG i i ] 12C4 i "t PEA Y� N H. I g�'F iIST� fit• .�• J0.32,i3o n, . -�'SIUNAL OISTERE LW i Gale P� L �� � 5 -Ti re, , bL a"; Zen �64 P� ce Sol J (ems S!�s �- 6 n-s obi 6� W 1 OA LL n sum � r 9 p 2Z4.ro ' 30,9 32.4 deer, hote teAt pit 1-21-88 ;� 1-�aopoaed PP-0 Po5 r D �\ v y r .fat 12 t^ 'Pot I LI Vacant Pot 13 Vacant I iv to 31,9 o z4.o 40,870_''S COunJL 4c 4.tPrr. 27.0 ';endue att v,*vw Ltab•te I rratet,i ct 10 1 a Dund Ncoved teptaee wW7, ct an ?iU. $ 3-J 3J >U/2 .tone = 224 a� l3wttoncvood .(' ne j = 504 cpd Scr,Le i "-CIO 2 C 31ti i �� �I0 ' wide �/ date 11-5-88 i REV. S-z-lf tVt Care cs-u�zne.e-ram- ' 4 /d19 0,t road /fqa.- si1,, Ma, 02601 t A'o, bed&oom4 3 b c4po no + Ato jit c No Sccte t�,t. .Cow 3 3Cc d ' rea&lb,4 a .ea 224 a� l\ea.eava " 224 d1 f ' 1500 l S - " Z Fr, cGFAm P+Lt ExtST+Nej co,aQSs± SAND Y 0 f Sk e tch ptan o i .Cand an 'Ue i.t ,3az+vitab f e, lea. 9ot ', an CattagAe t tot 13 a& shown on a p-Can two td sd yin book 222 paAFa 57. Ct euati os?..s, ate on can oz w&ed c ahmt. Sled t I'it#P-6790 II-20-87 %)ateJc e"tcounte'e,d ; ate: c�e<at: is o . o, ,J�er�,r h 2 min pew I" a le 5-2-88 V t. 9. ('icKecan I J P I J P 2 9 P 3 l `J 13 p eac. 2 run pet I l 3z.9 30 3Z.7 J 1 4 ileac- S Hein pe& 1 - 10 i 311, 30.7 dUb 31:1 dab coaa,,e coax e ae ilu { Of Cam(. q �\i e&1 �.. 2 ` Z7 u pt z9 7- EDWARD pi ,� n� ,�VW 0 �6. i ,g� M I l.t i� j rLfx r" /^ FOIST ��': 0.324So : I ZG.�' WAY[•'2 ,7 WET Z4.J .NET Z4:Z I No. 0- DATE �o`TMEto� TOWN OF B_ARNSTABLE FEE �P ♦o V P OFFICE OF . .a�►aae NAl�.L BOARD OF HEALTH '°° 1679• ` ' -.•G M 367 MAIN STREET FI1Y M' HYANNIS. MASS. o2soi VARIANCE REQUEST FORM All variance requests must be submitted five (5) days prior .to the scheduled Board of =: , :•Health meeting. "NAME OF APPLICANT C,c„ taatea, -kn et 9, TEL. NO. 963-0228 ADDRESS OF APPLICANT r4 h,'j&on Sle4Aace f?cwul ph, 02368 NAME OF OWNER OF PROPERTY Sae SUBDIVISION NAME !at !!e DATE APPROVED 9-1968 ASSESSORS MAP & PARCEL NO. 717-44 LOCATION OF -REQUEST Yot 13 i�L&t.ln w oo l Yana. ;.le t `',a& r4tabte-, pia, VARIANCE FROM REGULATION (List regulation) r -07 VARIANCE REQUESTED (Specific request) 2 od cLern E i l,L undPh Cowdti ww&.d. to evr1,uae 4 o f p eau r o" ma te&i a t b etow the dq i tea. REASON FOR VARIANCE (May attach letter if more space needed). Aitet ow" and pa•1'niF lea on •lob io't 18 yea4.d., 9 wood Like to ba i f d a house on.,i t. / PLANS - Two copies of plan must be submitted clearly outlining variance requested. VARIANCE APPROVED NOT APPROVED REASON FOR DISAPPROVAL Grover C. M. Farrish, M.D., Chairman Ann Jane Eshbaugh James H. Crocker, Sr. 'BOARD OF,,HEA,LTH TOWN OF BARNSTABLE �`: �„ t f. �:. O 7 6 i •:M 310 CMR: DEPARTMENT OF ENVIRONMENTAL QUALITY ENGINEERING 15.03: continued (5) Percolation Test Procedures (a)-Prepare a test hole into the proposed leaching strata within the disposal area of 12 inches in diameter with vertical sides 18 inches Teep. (b) Establish a fixed point at the top of the tent hole from which all measurements can be taken. (c) Scratch the bottom and sides of the test hole to remove any smeared soil surfaces. Either add two inches of coarse sand to protect the bottom from scouring, or insert a board or other im- pervious object in the hole so that water may be poured.down or on it during the filling operation. (d) Carefully fill the hole.with clear water to a minimum depth of 12 inches and maintain the water level by adding water as necessary for purpose of soil saturation, but in no case less than 15 minutes after first filling the hole. (e) After saturation, if the water level drops to a depth of 9 inches in less than 30 minutes, measure the length of time in min- utes for it to drop from a depth of 9 inches to a depth of 6 inches. If the rate is erratic in the opinion of the Approving Authority, the hole shall be refilled and soaked until the drop per increment of time is steady. . The time for the level to drop from a depth of 9 inches to a depth of 6 inches divided by 3, will be the percolation rate in minutes per Inch. (f) If the initial 3-inch drop requires more than 30 minutes (rate equal to more than 10 minutes per inch) the soil shall be saturated by filling the hole to the top and maintaining it full for at least 4 hours. The soil should then be permitted to swell overnight so that the soil conditions will approach those which exist during the j wettest season of the year. After. the overnight swelling period, the test shall be made again by filling the hole to a 12-inch depth and maintaining that level for 15 minutes, letting the level drop to 9 inches, then timing the drop between 9 inches and 6 inches. The time elapsed between 9 inches and 6 inches, divided by 3, shall be the percolation rate. j (g) In certain soils, particularly coarse sands, the soil is so pervious as to make the percolation tests as described above diffi- cult, impractical, and meaningless. Therefore, at: the discretion of the Approving Authority, the test as described above may be waived and a rate of two minutes per inch can be assumed provided that at least 24 gallons of water is added to the percolation holes within 15 minutes and it is impossible to obtain a liquid depth of 9 inches or the erg ra aster than 30 ,seconds per inch. equired De th of&r s Material. Subsurface sewage disposa systems shall e locatea in an area where there is at least. a 4 foot depth of naturally occurring pervious soil below the entire area of the leaching facility. The naturally occurring pervious soil shall have a percolation rate less than or equal to 30 minutes per inch or 20 min- utes per inch for systems over 2000 gallons per day and the 4 foot stratum must be free of impervious materials, such a layers of clay, silt, subsoil or loam. 1/1/78 Vol. 12 - 237 del . - -- ---�---- -----� ��� �6�d7"/�r - - /60 eTa S� 03 - — - r� U/L o P ��L ,l s,0-T o f- - 7-4 vc •• _ � � r .�. . �.. ,' :��--- r i{1`" s rr •,r„r V .}� ,._ 1, ,- >r x? .a -Lk - i ' .i4 .,rr., t- !+' r ` •ly F"4 ,Yp ` Y r- A. r �' �'�„ A 4, 1 . �. t 1 rt 5 .R + ♦'! r , f ' r I, �,i S.>.7� .r- ,.w. ! x w,.'r5 6,- P f* , i*„.r,t k f .` r ryl r f' 1,. t +.�., k t e.�" ^.. t i r a t %s J ? t'' 'i 1`,t ( ♦ :1t tisc-... 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'"' £. s s '''�r,v r,�s S,V I. `7t l . r 4 ���jrr,, 3Pt5 i s .r ram+, r vs�r ie S r , •ti € y ,v £ 4 .,i <i . f. y; o-� t;. - 5 x # . � `' _yjjyt f t ` ; k'�° r { 1 .w. 'F' ,� I, "it* 0 [ r ' 1 1 ;,,# 4♦ ;f i -RE. Lot �#I�3, Buttonwood'I ane,"�1Vest Barnstable, Ma. V 4 r ' " ;, 0 '; " r ; r ' t,s�r„°.s^Lr'4 .+..�.r... ti �S x..lk ` r+u .}..'.-r yr ,[r a 5 s r ��1 F�S "r I ,L r •.s s,,x y r C s ,. J..I _} ,•: ;y' �. J 5 r+y.,£ , ". .$", f yy .,.. d'"yf J .....t:b r w,' r � 1,, k r •..,t-r `r: , A x g}l� { 0°fi 4We, Have placedi you:'on-.the agenda foi.�Oui-next`.Board Meeting}on Tuesday;F t �,~;.t April:.?'198? ac'4 45`P M as requested: `"'f JM r , E K t r 'y +.#; ",. £ �/ ► •1 R P3: ,r sM.y}�L S ♦J [,,!'.♦ !"i p, ''}r a`• e+.. `, frr -t ,i,+. :t€ a'#',:".r Y `" q:,; .,t'r' .:v r pI i,�'" <. '�. 1 ? . r r 'w' e :t t ; r,k'r4 lY P#',F Y r\ P a" ,-'N + r Nw l, 1„ r z. . 7£< ,1 t I?'• k r t. : r n 4-:- z Lir' 's e& i f" ti F ,_`,r 4'V 1 " , s'yoi"know, this'vari4nce;request,+was denied•after-a,heating b Julg'Y,.,1986:`, •r Y ,- < r 44,,,; r I3owever; ,we will,allow ;you this,opportunity fto'pr"esent-ilnew,,evidence relating, +_, . , , I c ; ; - . ., gt r{ .r 4 1 w r k +i r w,r r. t*t. , >: to'this lot.:z r e '1' '' q irv. r - _:x. tr.".{.+.5''_ - 'F ;'.z� ". , ."riI",1; � 'r r> r r.• ksM ,y z f t °.:' , sy..�= s< :t,G1 33 s•'„r 7p 4 .. sa�. . 7c,,. a.w _, •R. .k $r• ,d3 3 ♦ i a ;', t 1� .;,, _( ". + €.a 4 t', !�>> t-5;r ,f a a " �.r r1 . '� Me t �?. v� X !. • 3 ', r, Y Y .+�,.` ,. '�, i . Y. 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X r .,, +J.. , f r3 - F L L,tr+ rr.,?♦. �,.c;`K - t 4- s - ,r t "`f s ., s s, t?,a.•5 (''.�.„� r ,q-' 7tr�,.d�,y, ""+-y'l Y'S: }r, `__t� 1"`:_ s" sa YI !• :r• ,'is' � r '° €Yx7, ,,c !-'A, tsr J!, r••r�, •.. *etr s .t '. .t a } g L t ts. 'y '. " •'"t.. •. w"' +.. t af' F v ,'4`( + °_..a h 6 «t.%.', ,_,( ?t'i t r S a ,,€ 1{sw '" j t •} i y;*" �S +.�c� t . y r'i. �� c st.� Y €;r`�+ �5c 'eg4+ t £ .T ,yr� ^sK '.r fE€ f � `* X .+t .•y...,.?, .,.fI. , •�,... .A" iv• "• r ,'�• .4m-, .�'�- ..s r4 .i�:.".,y..'s,. „�,� r ,�k..rti. e.'. r~'r w�� `�, A, ;.. GARNICK 8 PRINCI, P. C . ATTORNEYS AT LAW HARWICH OFFICE: 32 MAIN STREET 940 MAIN STREET POST OFFICE BOX 398 P.O. BOX 364 GERALD S. GARNICK HYANNIS, MASSACHUSETTS 02601 SOUTH HARWICH, MASS. 02661 MICHAEL J. PRINCI (617) 771-2320 (617)432-5850 KATHLEEN FRANKLIN SHIRLEY J. SYLVA, ASSOCIATE JOAN LAFFEY NELSON JOYCE W. SCUDDER March 16, 1987 Town of Barnstable Board of Health 367 Main Street Hyannis, MA. 02601 RE: Our File No. 10315 Dear Member of The Board: On or about December 22nd, 1986 I filed a variance request form with supporting information. I had hoped to meet with you on January 20, 1987; however, because of some confusion in my diary I was not in attendance at your meeting. Although you have made a preliminary decision, I would like an oppor- tunity to present the matter to .you and discuss what, if any options may be available to Mr. Gallagher on the parcel . For that reason, I would like to be placed on the agenda at your next regularly scheduled meeting. Please let me hear from you. etlyci MJP:cas r GARNICK 8 PRINCI, P. C. ATTORNEYS AT LAW r k MAR 3 S'8,7 32 MAIN STREET � � v�{ 0 .2 2 POST OFFICE BOX 398 '`" �4A34G rb HYANNIS, MASSACHUSETTS 02601 Town of Barnstable Board of Health 367 Main Street Hyannis, MA. 02601 I l .. � II T __ I �� I /' r • DRAFT TO: Board of health FROM: Conservation Commission RE: Mounded Septic Systems During the past si ;< months the ConCom has reviewed three • atypical applications that include the design of mounded septic systems. We are aware that a mounded system can be designed in accordance with Title 5 provided the site has the four foot groundwater separation. These particular past cases have iricl tided the use of anti f i cal retaining walls to prevent breakout. The ConCom is extremely concerned of the potential for* contamination from such systems because of their usual close proximity to surface water bodies and wetlands. The ConCom feels that these applicants should submit current and detailed site specific information rather than data from historic test pit wort::. In many instances observed water levels in test pits can be erroneous , especially in tight subsurface material , because there is not enough time for water levels 'to come up to equilibrium. Therefore in cases where there is less than seven feet of groundwater separation the ConCom recommends that the applicant be required to _ perform the following worts program: � Install a water table observation device (observation well ) at the site in close proximity to the proposed septic system. The device can be installed by either placing a slotted well casing into a test pit that encounters groundwater or in a hand angered soil boring hole. The well should be surveyed for location and elevation and be clearly marked in ther field. Such a device would be used for absolute documentation that there is indeed the required four foot water- table separation to serve as the bases for Title V compliance. In addition the well could be used for measurement by either the Health or Conservation Agent during our respective reviews. Because of the shallow depth to groundwater this additional wort; will not cause a finicial hardship to the applicant. t . F _7V-1, W«, uc111g pumisnea in the Cape Cod Times 1 ?�'6T THE raw 1 TOWN OF BARNSTABLE t OFFICE OF i DAH3lTABLL MAI& BOARD OF HEALTH 7�0 ,63q. 'EO MAY k` 367 MAIN STREET HYANNIS, MASS. o2sot LEGAL NOTICE 114STALLATION OF ON-SITE SEWAGE DISPOSAL SYSTEMS ON MARGINAL LOTS The Board of Health, Town of Barnstable, Massachusetts, in accordance with, and under the authority granted by Section 31, of Chapter 111, of the General Laws of the Commonwealth of Massachusetts, hereby adopted the following rules and regulations at a meeting of the Board of Health held on December 17, 1985: PURPOSE The filling of marginal lands in close proximity to ground water in order to provide for sufficient area to make it suitable for the installation of a sewage disposal system is not considered an acceptable practice and such lands are considered as not suitable from a sanitary point of view for human habitation and for the protection of groundwater and watercourses. Watercourses are defined in Regulation 15.01, of 310 CMR 15.00, the State Environmental Code, Title 5, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage. Subsurface sewage disposal systems shall be located in an area where there is at least a four foot depth of naturally occurring pervious soil below the entire area of the leaching facility and the designated leaching reserve area. This four foot depth of naturally occurring pervious soil must be above maximum ground water elevation. The maximum groundwater elevation shall be determined by .utilizing the formula contained in the United States Department of Interior Geological Survey publication, "Estimating Highest Groundwater Levels for Construction and Land Use Planning - a Cape Cod, Massachusetts, Example", dated September, 1983, or by observing the height of the groundwater table when it is at its maximum level or elevation. Maximum groundwater determinations shall be made during the wettest season of the year - normally March or April. Allowances shall be made for high water level if the Board of lth permits the determination to be made outside the wettest season. h� r g ation is to tak ffect on the date of publication of this notice. ert L. Chi , Chairma Ann e E hbaugh Grover C.M. Farrish, M. D. BOARD OF HEALTH TOWN OF BARNSTABLE r,MZOVED AS TO FORM* .I own Counsel � .,- - - --���•••��• �•., _���, ai�ci vvmg pumisnea it the Cape Cod Times 1 6*THE TA TOWN OF BARNSTABLE OFFICE OF DADalT MAso. BOARD OF HEALTH >�o 16 q. '0�p MAY Ph. 367 MAIN STREET HYANNIS, MASS. 02sol LEGAL NOTICE 114STALLATION OF ON-SITE SEWAGE DISPOSAL SYSTEMS ON MARGINAL LOTS The Board of Health, Town of Barnstable, Massachusetts, in accordance with, and under the authority granted by Section 31, of Chapter 111, of the General Laws of the Commonwealth of Massachusetts, hereby adopted the following rules and regulations at a meeting of the Board of Health held on December 17, 1985: PURPOSE The filling of marginal lands in close proximity to ground water in order to provide for sufficient area to make it suitable for the installation of a sewage disposal system is not considered an acceptable practice and such lands are considered as not suitable from a sanitary point of view for human habitation and for the protection of groundwater and watercourses. Watercourses are defined in Regulation 15.01, of 310 CMR 15.00, the State Environmental Code, Title 5, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage. Subsurface sewage disposal systems shall be located in an area where there is at least a four foot depth of naturally occurring pervious soil below the entire area of the leaching facility and the designated leaching reserve area. This four foot depth of naturally occurring pervious soil must be above maximum ground water elevation. The maximum groundwater elevation shall be determined by utilizing the formula contained in the United States Department of Interior Geological Survey publication, "Estimating Highest Groundwater Levels for Construction and Land Use Planning - a Cape Cod, Massachusetts, Example", dated September, 1983, or by observing the height of the groundwater table when it is at its maximum level or elevation. Maximum groundwater determinations shall be made during the wettest season of the year - normally March or April. Allowances shall be made for high water level if the Board of lth permits the determination to be made outside the wettest season. hts r g ation is to tak ffect on the date of publication of this notice. ert L. Chi , Chairma Ann e E hbaugh Of Grover C.bi. Farrish, M. D. BOARD OF HEALTH TOWN OF BARNSTABLE APHOVED AS TO FOR* own Counsel ��- 3 ,c3,�.,.� 310 CMR: DEPARTMENT OF ENVIRONMENTAL QUALITY ENGINEERING 15.01: continued Title shall be defined and interpreted as follows: Approving Authority. The legally constituted body having the rightful power to permit, certify, or approve works for the disposal of sewage or for the-treatment of sewage or industrial wastes. Building Sewer. The pipe which begins 10 feet outside the inner face of the_B_u'ircTn_g wall and extends to a public sewer, septic tank, or other place of sewage disposal. Cellar Wall. The inside of the cellar wall above the footings and below e ground surface. Cesspool. A covered pit with open-jointed lining in its bottom portions into which raw sewage is discharged, the liquid portion of the sewage being disposed of by seeping or leaching in the surrounding porous soil, and the solids or sludge being retained in the pit to undergo partial decomposition before occasional or intermittent removal. Cover Material.' The earth materials placed on top of leaching facilities to bring the area to finish grade. for si �' The sewage person sal facilities for 1 submittaw to prepare let o epublics agencisub- surface Dean Observation Hole. An open pit dug to permit the examination of e soil and to determine the ground water elevation. Disposal Works Installer. Any person, firm, corporation, or contractor w io—installs, alters, constructs, or repairs individual sewage disposal systems. Distribution Box. A watertight structure which. receives settled sew- age and distributes it in substantially equal portions to two or more lines leading to a leaching area. Distribution Line. The pipe used for dispersion of sewage into leach- ing trenches r leaching fields. Dosina Tank. A watertight structure placed between a septic tank and MstribUtion box, and equipped with a siphon or a pump designed to discharge settled sewage intermittently to a leaching facility and to provide a rest period between such discharges. Fill. The earth materials placed beneath and around a, leaching acility. Grease Trap. A watertight structure in which grease is separate from sewage. Grey.Wat�er. Sanitary sewage, excluding the waste discharges from water closets, i.e., any water-carried putrescible waste resulting from the discharge of laundry, tubs, washing machines, sinks, showers, dishwashers, or any other source. Ground Water Elevation. That elevation at which water is observed • weeping or flowing fr6m the walls of or standing in a deep observation hole. H-20 Loading. Standard H-20 truck loading as specified by the Ameri- can Association of State Highway Officials. 1/1/78 Vol. 12 : 228 } .✓�i'Jy��� ' i. 2'�2 aM ' 1.'b?1 oM 1 �'� y ja1VM S �.>fit tiNot a t'•' Q�Y.,� O� • � j �' ' .\7a�1Sl ��p� �(✓:% , I x✓1;l , ' f 2'1lE'rt 3 lrtr�J! '� rr>rJn� I t0 + 7'g2 'az IJ ymy"1 POP Km 111 i a r ry ;/ 3Vi/o07 7T/YJOO i CIE VIE grad u'`• st S .ad; ,Icl G c•z4 �z4 c'►F 8'z4 n £ 1 z r raG ! ! I ; gs_Z_S �1 f�I YJf� 1�Y1% Z '7Yd �ev i wo Lo-OZ-II JrvrW1?VPV uo 't4o a-_?md G% oo �b i �� '` ' sly` r' � "��r✓�� � �� ,i i j f ('fi' ' Zri �rn'./OJdv.b2a�d k� u0 tnnot{c� vo r,206 , � , t -f'► Iv p y 7 7 w 1� 2 4•-� OOS I I - i l f$ k pd-) POS hlf.mch�J I- Zcs - • �� �Zz i'p .. �(1Yd'�/dr I l 11�e '� j �`� � 6i�.i (, t(: /�y��rn�-�� S, �E, {,ry�� P O££07-4 iim 1 t �f1'^ f1 �€1 �Nr'I _I(.�i./" i !� £ . '^7T�l.i007/�'dCj�r'�'O,� 109Z0 S/YLtLIoi7� �'oL,,. zocr✓oFl bt�� � , , I I, �y f/'' i ` �vi •i y�/ ry I'(.(. = j 1 • {, �, - f � �l; ,ih4(p4i �2•:� st���f1 .i}�� �;}}¢.�,�! ��+��I�'r �,3 �,4P, ���? •�f 1 J� V t_�—` j4 d ; i. I1g60 {{ g seS, a t�_ ' t1}1��� ? d { � t � �5,�ro1.f$ ,I�:, � •K� `1Y -sd1 � i 0001 / ( I 1 • pcmo;� � p 1 7trvYv�:a � £l ?off' l i ?uo-.mn 17 ?Or ryy pi; all £r y pi �� f �f ;• z p F:rpoQOy�r ti 89 1Z'1 id ?v? nol 4 '•� M ii {5 / r1 89- cl G I sE t, r GOLDBERG•ZOINO 6 CIATES, INC. CONSULTING ENIGINEERS/GEOLOGISTS/ENVIRONMENTAL SCIENTISTS The GEO Building 320 Needham Street Newton Upper Falls,MA 02164 I617)969-0050 September 7, 1988 File No. Z-10611-C, PC Barnstable Board of Health Town Hall Barnstable, Massachusetts 02601 Re: Design of Septic System Lot 13 Watergate West Subdivision West Barnstable, Massachusetts Gentlemen: This will certify that I have reviewed the .revised design of the septic system dated August 18, 1.988 to be constructed on Lot 13 on Buttonwood Lane prepared by Edward J. Ki.erney, Registered Professional. Engineer. This revised pl-an shows the use of seepage pits in lieu of a leaching field on the previous design.. As discussed with you at the Board .of Health Meeting of August 2, 1988, it is the undersigned' s opinion that the seepage pits will be more efficient than leaching areas because they utilize the greater coefficient of horizontal permeability as opposed to the lower coefficient of vertical permeability. I herewith certify that this plan has been prepared in accordance with the requirements of Title 5 of the State Environmental Code and Town of Barnstable Health regulations. Within the limitations of such codes, I hereby certify that the system and. reserve area will function for the design life of the installed system. �g �A OF I Yours very truly, oa oy� GOLDBERG-Z,OINO a ASSOCIATES, INC. tou�io� �M , ,. 'NO.2Q S O �'o� 9FGr ERA William S. Zo4 o, P.E. FssippAL ► Principal r WSZ :dlw Newton,MA Bridgeport,CT Vernon, CT Manchester,NH Buffalo,NY Providence,RI Livonia,MI An Equal Opportunity Employer M/F/V/H GOLOBERG•ZOINO & ASSOCIATES, INC. CONSULTING Er IGINEERS/GEOLOGISTS/ENVIRONMENTAL SCIENTISTS The GEO Building 320 Needham Street Newton Upper Falls,MA 02164 (617)969-0050 September 7 , 1988 File No. Z--10611-C, PC Barnstable Board of Health Town Hall Barnstable, Massachusetts 02601 Re: Design of Septic System Lot 13 Watergate Wcst Subdivision West Barnstable, Massachusetts Gentlemen: This will certify that I have reviewed the revised design of the septic system dated August 18, 1988 to be constructed on Lot 13 on Buttonwood Lane prepared by Edward J. Kierney, Registered Professional Engineer. This revised plan shows the use of seepage pits in lieu of a leaching field on the previous design. As discussed with you at the Board of Health Meeting of August 2 , 1988 , it is the undersigned' s opinion that the seepage pits will be more efficient than leaching areas because they utilize the greater coefficient of horizontal permeability as opposed to the lower coefficient of vertical permeability. I herewith certify that this plan has been prepared in accordance with the requirements of Title 5 of the State Environmental Code and Town of Barnstable Health regulations. Within the 1im44-ations of such codes, I hereby certify that the system and reserve area will function for the design Life of the installed system. �,�O% OF +�qs Yours very truly, pRlLMM4, N GOLOBERG-ZOINO & ASSOCIATES, INC. ' Zow N.O. A9 '➢F o�F �ls?Ev William S . Zoi` o, . .E. J*10NAL �, Principal W S Z :C3, w Newton,MA Bridgeport,CT Vernon, CT Manchester,NH Buffalo,NY Providence,RI Livonia,MI An Equal Opportunity Employer M/F/V/H r 310 CMR: DEPARTMENT OF ENVIRONMENTAL QUALITY ENGINEERING 15.01: continued Title shall be defined and interpreted as follows: Approving Authority. The legally constituted body having the rightful power to permit, certify, or approve works for the disposal of sewage or for the-treatment of sewage or industrial wastes. Building Sewer. The pipe which begins 10 feet outside the inner face of the building wall and extends to a public sewer, septic tank, or other place of sewage disposal. Cellar Wall. The inside of the cellar wall above the footings and below UFe—g—r"ou_n_d surface. Cesspool. A covered pit with open-jointed lining in its bottom portions into ch raw sewage is discharged, the liquid portion of the sewage being disposed of by seeping or leaching in the surrounding porous soil, and the solids or sludge being retained in the pit to undergo partial decomposition before occasional or intermittent removal. Cover Material.' The earth materials placed on top of leaching facilities to bring the—area to finish grade. Designer. The person authorized by law to prepare plans for sub- surface sewage disposal facilities for submittal to public agencies. Deep Observation Hole. An open pit dug to permit the examination of e soil and to etermine the ground water elevation. Disposal Works Installer. Any person, firm, corporation, or contractor who installs, a ters, constructs, or repairs individual sewage disposal systems. Distribution Box. A watertight structure which, receives settled sew- age and distrMutes it in substantially equal portions to two or more lines leading to a leaching area. Distribution Line. The pipe used for dispersion of sewage into leach- Ing trenches or-leaching fields. Dosing Tank. A watertight structure placed between a septic tank and iRstribytion box, and equipped with a siphon or a pump designed to discharge settled sewage intermittently to a leaching facility and to provide a rest period between such discharges. Fill. The earth materials placed beneath and around a leaching acility.. Grease Trap. A watertight structure in which grease is separate from sewage. wate�Grey Water. Sanitary sewage, excluding the waste discharges from ts, i.e., any water-carried putrescible waste resulting from the discharge of laundry tubs, washing machines, sinks, showers, dishwashers, or any other source. Ground Water Elevation. That elevation at which water is observed weeping or floWffig from the walls of.or standing in a deep observation hole. H-20 Loading. Standard H-20 truck loading as specified by the Ameri- can Association of State Highway Officials. 1/1/78 Vol. 12 = 228 APPLICATION FOR PERCOLATION TEST AND OBSERVATION PITS LOCATION 1.. r� 7- / _:2 .�;/et x � NO. P679, VILLAGE DATE APPLICANT �. Ca t64 ks FEE�� c�-- (Non-refundable L / ) ADI;�.r,oS ,�c, TELEPHONE NO. 63�l22f ENGINEER TELEPHONE NO. aye 9 B DATE SCHEDULED :;Le,-k (Applicant' s signature) . . . . . O O O O O O O . O . O O O O O O :A • O ASSESSOR'S MAP Si LOT NO Z!'7144 SOIL LOG SUB-DIVISION NAME ��" R74 a,5 7: DATE /f"G�'/�-�.J TIME //�` EXPANSION AREA: YES ✓NO� _ ice ,��c� iz.t/,1? �/ ENGINEER:'K,, TOWN WATER PRIVATE WELL �%, v r✓r�r N <Y7 BOARD OF HEAL'TH y.CTVIP//I/0 eZOs, �We - EXCAVATOR SKETCH: (Street name,etc. ,dimensions of lot, exact location of test holes and percolation tests, locate wetlands in proximity to test holes) NOTES: /01 TP. �ND .g7-0,V,G)0qk . dap 4-o. 9"76 - S �► TN-mil QOD �aN EL PERCOLATION RATE: Z i�,4,2 / TEST HOLE NO: r ELEVATION: TEST HOLE NO: ELEVATION: 1 40 4 p eqq 3S'�.v > 3 4 4 5 GLAD/ S/aNi7 5 - GL4Y Saa M� 8 8 9 9 10 10 11 11 12 12 13 13 14 14 15 15 16 _ 16 SUITABLE FOR SUB-SURFACE SEWAGE: LEACHING F - CHING PITS__ LEACHING TREN: __ 'UNSUITABLE FOR SUB-SURFACE SEWAGE. REASONS: _ VOTE: ENGINEERING PLANS MUST SHOW NUMBER. ASSIGNED ON PERC TEST APPLICATION DRIGINAL: COMPLETED IN ENTIRETY BY P. E. AND RETURNED TO BOARD OF HEALTH _OPY: RETAINED BY APPLICANT �i APPLICATION FOR PERCOLATION TEST AND OBSERVATION PITS LOCATION �,. r�� / �, /�� NO. P 6 79e VILLAGE 111�-� DATE APPLICANT (^� ,r� J , „ �,J- FEE_ ADDRESS ¢ ti - TELEPHONE NO. FEE— (Non-refundable) ADDRESS ENGINEER :, _ �, TELEPHONE NO. 362 8 B DATE SCHEDULED (Applicant' s signature) . . . . . . . oae000 . o . 000ao . moo . . . 000 . oeo . . . . . . o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ASSESSOR'S MAP & LOT NO: Z!7/¢4 SOIL LOG SUB-DIVISION NAME WfI,.,M8 Sq,74 A1,6v 7' DATE //--26)-67 TIME EXPANSION AREA: YES ✓NO — �� ,L /Z ,/ ENGINEER:�) ' TOWN WATER PRIVATE WELL X T 2� y-i BOARD OF' HEALTH JWt1 LZ:7V,4/1,/0 ePO5'� 1,VC - EXCAVATOR SKETCH: (Street name,etc. ,dimensions of lot, exact location of test holes and .percolation tests, locate wetlands in proximity to test holes) NOTES: 0 /01 T.P. AND g7'vNl,W.4Ac.Z 4-0 8 7d T41- / Z►�,�4 ro PERCOLATION RATE: 2- TEST HOLE NO: ! ELEVATION: TEST HOLE NO: ELEVATION: 1 tJ 14 OAZI ' 3 Gcvs l?s� SA•v>> 3 6 �°/ x 6 7 ►,e/4 r,!E/z t� 7 y`ji�r-.g 2 P eg; 8 8 9 9 10 10 11 11 12 12 13 13 14 14 15 15 16 16 SUITABLE FOR SUB-SURFACE SEWAGE: LEACHING F - __ CHING PITS LEACHING TREN:C13�T UNSUITABLE FOR SUB-SURFACE SEWAGE. REASONS: q,t4f� F U VOTE: ENGINEERING PLANS MUST SHOW NUMBER ASSIGNED ON PERC TEST APPLICATION )RIGINAL: COMPLETED IN ENTIRETY BY P. E. AND RETURNED TO BOARD OF HEALTH _OPY: RETAINED BY APPLICANT APPPLICATION FOR PERCOLATION TEST AND OBSERVATION PITS LOCATION �, c,/ / (��-r.texx N0. P 6 79e VILLAGE I/��; �-,�,�d.�® _ DATE 1 _7-c,•$ APPLICANT ("n ��. LJ,,,�„ 1- FEE�� c; ADDRESS ¢ ��, �� TELEPHONE NO. (Non-refundable) ENGINEER :, _ �, TELEPHONE NO. '36Z'8 B DATE SCHEDULED a e"-k I (Applicant' s signature) . . . . . . O OO . O O . . . . . . O . . . O . . . . . . . . O O . . . . . . . . . . . . . . . . . . . . . . . . .ASSESSOR' AAP4 LOT NO: Z1.7144 SOIL LOG SUB-DIVISION NAME h1,gZ ,8 Sq74 ,6S7' DATE_ /f"26)-87 TIME EXPANSION AREA: YES ✓NO _iZ 1> K�,4 iz,{/ ,/ ENGINEER:'[[ TOWN WATER PRIVATE WELL �j, v r✓�i N �s-i BOARD OF HEALTH �owal AK770A'11,10�P45-. ka EXCAVATOR SKETCH: (Street name,etc. ,dimensions of lot, exact location of test holes and . percolation tests, locate wetlands in proximity to test holes) NOTES: `O' U T.P.+FND 0 o yv OP PERCOLATION RATE: Z ;A) TEST HOLE NO: r ELEVATION: TEST HOLE NO: ELEVATION: 3. 1 p 3 . Goy!�'s 3 �L�i4✓� S � Sit iJ q, 8 g 9 9 10 10 11 11 12 12 13 13 14 14 .15 15 16 L 16 SUITABLE FOR SUB-SURFACE SEWAGE: LEACHING F - _ CHING PITS LEACHING TREN: ' - UNSUITABLE FOR SUB-SURFACE SEWAGE. REASONS: VOTE: ENGINEERING PLANS MUST SHOW NUMBER ASSIGNED ON PERC TEST APPLICATION )RIGINAL: COMPLETED IN ENTIRETY BY P, E. AND RETURNED TO BOARD OF HEALTH _-OPY: RETAINED BY APPLICANT OCATION NO,, ILLAGE DATE C PPLICANT . FE .,an r�,� on-refundable DDRESS C �'EI;EPHONE N0. NGINEER • by - / I TELEPHONE NO. ATE SCHEDULEcybylQ "I icisla (Applicant' s signature .kSSESSOR'S MAP & LOT NO. . .SOIL -LOG UB-DIVISION NAME" DATE 19195& TIME It 1,30 XPANSION AREA: YES, Nd 6�T'NIr(L vu�yAf~t, u sl Mil �UL ENGINEER .,' QWN WATER • PRIVATE WELL ci,�, io; '?,G BOARD OF HEALi • t . ' �_r0L.L�iL EXCAVATOR • KETCH: .(Street name, etc. ,dimensions of'..lot, exact location of test holes and IJ' ercolation tests, locate wetlands in proximity to test holes ) NOTES: / C7Cl J — - 0-2 LAS TY 13 T14 'tA C. 8, Gua 6-iCU .vs 110 �Z0C. 7' Qb ,Mug w L w z 7114--G t7-ZL$S'-•2-1U s«-T`!S4a 1 O t.e,_4 BLS oi=GLA-( 41 .0e-\b _ 4s71F 3RCOLATION RATE: :ST HOLE NO: 7m - I ELEVATION: TEST HOLE NO: ELEVATION: 2 2 L "y 5 b _LON.Y v E2-YLOv,4.PACZ- 5 1 L 6 � 6 7 C��\� 7 C l,�`( vc 1 rtt tol••n� 5A.nd,9 8 � 9 9 \/e-2e Cow o nacr•S�LT`� 5, q�� 10 �--- ZU . 10 �-1 1-m -5 o r' Gt-A ` 12 ��, -61 L T 12 a r�•v� 13 13 14 14 15 15 .16 16 SUITABLE FOR SUB-SURFACE SEWAGE: LEACHING FIELDNA LEACHING PITSKX(� • LEACHING TRENCHES N A UkZUITABLE FOR SUBSURFACE SEWAGE. REASONS :•,l►J.Ir��L6,�� Wit ► lQ /k A' SY&P-7+lSDOE-5 �lOT•uGA:sa miEeF- ISuT R tS I Tr_SOM&&114M -S OU.T}} LOT )TE: ENGINEERING PLANS MUST SHOW NUMBER ASSIGNED ON PERC TEST APPLICATION tIGINAL: COMPLETED IN ENTIRETY By P . f . AND RETURNED TO BOARD OF HEALTH )PY: RETAINED' BY APPLICANT I OCATION — NO• _-_____ ILLAGE DATE 6 S PPLICANT . FE `_.�•.G�� DDRESS W�a;40EPHONE N06 ,..(J on-refundable NGINEER �j _ - / I TELEPHONE N0. ATE SCHEDULEIMho q � (Applicant' s signature . . . . . . . . . . ... .-. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4SSESSOR'S MAP & LOT N0. L SOIL -LOG J V ME kp , 199rb UB-DIVISION NAME DATE_ L,�,t�: ��1`3a TIME XPANSION AREA: YES N 6�TN�a • .._.__ �.,_ vuwA�.l, st �V � a ENGINEER ',.' QWN WATER • PRIVATE WELL T"o'•t.`s 1-�l` c'°"-� �„'"E 9�,�0 ,�� - BOARD OF HEAL5 ' t r V L.tJ—=i - EXCAVATOR KETCH: .(Street name, ete. ,dimensions ot-16t, exact location of test holes and ,'percolation tests, locate wetlands in proximity to test holes) NOTES : s,L-ry , 3 �•/ L Fj-,;e5,6-$ CuL.{ 5-7 CAA-/ 1'Fec '� d +�zo�• 7• 5A(u) z LA-5 072L$5�- 2-IU • ;' �� _�_��(� � w• Sic-�S4M0 1.�.��C.S ,D or C-u , ,RCOLATION RATE:Cc rZ��i� D�" SQM\ Pig Q s'ST HOLE NO: �1-}1 ELEVATION: TEST HOLE NO:" -Z- ELEVATION: �e C_ 2 - 2 S�c3ssc��L 4 S 4 Y 6C�PACT V I L "y 5 \j Ge-Y owc�rac-j- 6 6 ; 7 L" t �( 7 �. 1..1�.`( we ►r>•t �oM 1 5A.nt 9 9 0 9 8 10 10 Cov"oa,r-S%L:Ty Sip t 11 del SAtuv �wt� 11 1k ZO . 12 ' 1 12 �2 'F',•v 5�l►� �� 13 ' vt+-T" 13 14 14 15 1S 16 16 SUITABLE FOR SUB-SURFACE SEWAGE: LEACHING FIELDPA LEACHING PITS�►� ' • LEACHING TRENCHES N A UkISUITABLE FOR SUBSURFACE SEWAGE. REASONS 1= t UQ /k Q v • - G vEP_7�H 5 DOGS tit o T#A CFI:1A ZTI ee E liml-v A -*I Tr--SOM&4JHLe-9 0"-04 1-0r )TE: ENGINEERING PLANS MUST SH04 NUMBER ASSIGNED ON PERC TEST APPLICATION ZIGINAL: COMPLETED I•N ENTIRETY BY P,—E_ AND RNTURNED TO BOARD OF HEALTH )PY: RETAINED' BY APPLICANT OCATION N . ILLAGE �. DATE C S L PPLICA DDRESSNT Mi r l)M kJA nz-��TWEP HONE N0. .(J on-refundabl( NGINEER ' J- - _ j TELEPHONE 140. / • ATE SCHEDULEULAO v! 1Qaa j1:N24n_,-j (Applicant' s signature 4SSESSOR'S MAP & LOT N0. SOIL .LOG UB-DIVISION NAME DATE_ ���.t V ��! TIME ;3p XPANSION AREA: YES_ Nd P:6,T'tsE2 y ENGINEER In' QWN WATER • PRIVATE WELL_n T"a "`g M` �"'� %�"'"a 96'1O j966 BOARD OF HEALS K�t�L7L.t - EXCAVATOR KETCH: .(Street na.me: etc. ,dimensions of'-lot, exact location of test holes and �1'percolatfon tests, locate wetlands in proximity to test holes) NOTES : 3 0-2 LAS)Z-6 S�ry t L,45 Z-s s S Q -4 CL^.j 6-7 CLA,-/ _s o _Z L6 5,Z-t04�4 S�ter[SA.UD V4 Lt&-/ t ,\ _ 1 x�.c.� -KA4.3 Az0 -- 5c c(SRWO l..rE;CS Elmoe%0 -50vupy :RCOLATION •RATE:_ 3UM\ t Q0 :ST HOLE NO: 7m -I ELEVATION: TEST HOLE NO:T)-�---Z ELEVATION: ,r C_ 2 - 2 SL6-S 0- t L~ 3 S�4T 3 4 S 5G,c.�Y v C-�.�(�owt.Pt�-�- 5 N 'mot►� YC--�L L CLA��( 6 6 , l . Y•L t Tl} f�OM L-. SAS M, 8 C� 8 � 9 9 9 v�Y Co,�t o a•�T-•S��Ty Sw�e p 10 r I Z.c� 10 �-1 IT MU.&SF-5 C)(--* CL A\( ` i2 - dot►�t✓SA'qv ��wtzc 12 1 •4/ 11 v o L-T' 13 �Z `F•.•v1v� q 14 14 15 15 .16 16 SUITABLE FOR SUB-SURFACE. SEWAGE: LEACHING FIELD PA LEACHING PITSf�� . ' LEACHING TRENCHES N tN UA#SUITABLE FOR SUBSURFACE SEWAGE. REASONS :• Ll"!!w L E; -TO ►- i L.ID Qv i5o ( C_ 6ofe 5 -t GVEP-�1`JVob6t�l0T#ACSA. -1 Zj Ise C 15mT A *3j2-60Mc44HMr6> O&A174-fa LOT )TE: ENGINEERING PLANS MUST SHOSI NUMBER ASSIGNED ON PERC TEST APPLICATION tIGINAL: COMPLETED IN ENTTRETY BY P . E , AND RETURNED TO BOARD OF HEALTH )PY: RETAINED' BY APPLICANT LOCATION � g� � 7 L�IS"���Rlt-�►"� e �� (oA�-� NO.AES VILLAGE �V, jp�N ��u�- DATZ APPLICANfTty,- WLl CZk10,A.,,r'y FEE j ADDRESS 'p, ( v CV ELEPHONE NO.;l,Z• (,$Qfe (Non-refundable) ENGINEER 11A pL (,la oyk( I." TELEPHONE NO-?.Sr Q.(,& DATE SCHEDULED (Applicant' s signature) . . • • • • • o o o 6 o 0 • o • e e o 0 o • • • • • • • e e o • o • • • • • • • • e • • • • • • • o •-• •.• o • • • • • • • • • • o • • • • • o • • e • • . • • • SOIL LOG SUB-DIVISION NAME DATE 1.00 EXPANSION AREA: YES NO � i( �[� �f�G"Z,r � ENGINEER .TOWN WATER PRIVATE WELL BOARD OF HEALTH tj F-bEI CL,dc_ EXCAVATOR SKETCH: (Street name, etc. ,dimensions of lot, exact location of test holes and percolation tests, locate wetlands in proximity to test holes ) NOTES : Gb'� tA0 TF.2 a v PERCOLATION RATE: TEST HOLE NO: I ELEVATION: TEST HOLE N0: '`Z ELEVATION: LN3 u 2.5 To 4 4 tiftcyI.0 s , 5 5 5>a 6 6 . ZS MtXtEb eft`j 7 7• ctS.q 8 8 ti 'St VE-0. 1 � � � Dt7ou 9 8.5 GLb� 10 11 �.D t+^tLl�iuvlA � IZ.S' - a Coy IM Bttowu SUITABLE FOR SUB-SURFACE SEWAGE: LEACHING FIELD -LEACHING PITS LEACHING TRENCHES I,,v f UNSUITABLE FOR SUB-SURFACE SEWAGE. REASONS; NOTE: ENGINEERING PLANS MUST SHOW NUMBER ASSIGNED ON PERC TES APP CATION ORIGINAL: COMPLETED IN ENTIRETY BY P . E . AND RETURNED TO BOAR O HEALTH COPY: RETAINED BY APPLICANT 'ATION Z.c�{s3 'Q- c.� n��o NO. - q'3 JLAGE DATE_ 'LICANT FEE )RESS PA�,So F�LEPHONE NO Q -ri( ��f-� (�Z-refundable) ;INEER_V/) _t /-\m 1 -I E_,3 F RJ-1A N TELEPHONE NO. ,g-2,.�9? 'E SCHEDULED )b, 3J vg4vl g (Applicant' s signature) • . • V • • • • • • • • • • • . • • • • • • • • • • • • • O O O • • • • • • O . • • O • • • O • • • • O O O O f • • • • • • O • O • • • O O • O . • • • • SOIL LOG - t-DIVISION NAME 1i,/p,TF P,CsATL �� �r DATEAVO aS '29� J9 TIME /•,�;3o,,q_M ANSION AREA: YES NO 1 L1-/A M U Z F P 1v'Ajj_ENGINEER N WATER PRIVATE WELL ,j 1 Cc tv Lb N BOARD OF HEALTH C-Tit _ �l EXCAVATOR :TCH: (Street name,etc. ,dimensions of lot, exact location of test holes and percolation tests, locate wetlands in proximity,1to test holes) NOTES: I I i I � o o'G >�� - X. R. ,LIB D' 69 D-r TA KCAL E i I i �r UtlJS��7,-,43 �� �.COL[1�ION 2ATE: -ST HOLE NO: Tr--sT HjlZZ P- _ TEST HOLE NO: ELEVATION: 1 OP�.Sc1v. i C, ZF;1d TO'1? SUlasol 2 AY T�N�s MIXED AY mimb 3 vj SoJ ,; 0 �74,E 3 Co' OLID `I'ED 4 Sr, . U� rlNbs 1 tS>> 4 SA vJ 5 F NCs 5 Sd E TIWE5 6 S�4�a6 _07^e cu1 7 E3 Wh,Tt 2. b,/pT�P8 , 9 9 10 10 �I )IE.'D 11 11 IIJV 12 12 13 _ 13 14 14 15 15 AFTEP-3/A 1 R . 6 "FUDDI. _ 16 -1':D 7,� 'T.TABLE FOR SUB-SURFACE SEWAGE: LEACHING FIELD EACHING PIT X LEACHING TRENCHES WILLIAM LIEBERMAN 235 TIMBERLANE ' 'SUITABLE FOR SUB-SURFACE SEWAGE. REASONS: W. BARNSTABLE, MA 02668 `- ._... ojj, A4E:yJ-r `\EQyE_STS - >' ADDlT/o4JAL TLC. IAJ ,T? : ENGINEEIRING PLANS MUST SHOW NUMBER ASSIGNED ON PERC TEST APPLICATION JGINAL: COMPLETED IN ENTIRETY BY P. E. AND RE`1`URNED TO BOARD OF HEALTH SPY: RETAINED BY APPLICANT ATION ,LAGE \,✓, �A 1ri N sTZ�lz DATE 'LICANT (_'ATHy (;t�L,� FEE )RESS LM'SEA ,. 4 -FL, TELEPHONE NO. - ,c5_p on-refundable) INEER \S/1 L,Lt A M 1_1 E l?ER�t AN _TELEPHONE NO._J 8- ,9 'E SCHEDULED I D Sv Am (Applicant' s signature) SOIL LOG DIVISION NAME WA-z ( IATE W _sy DATE U 5T 2-2 j 2 ',_� TIME )n. ; ;'�� !,•I� -ANSION AREA: YES NO t LL1 A M 1....1 P•"R `9-MA h1 ENGINEER :�•�: 'N WATER PRIVATE WELL ��'I e nN L©N BOARD OF HEALTH MLME A EXCAVATOR ,TCH: (Street name,etc. ,dimensions of lot, exact location of test holes and percolation tests, locate wetlands in proximity to test holes) NOTES: ' I r �. oo _o o .4b NOT To SCJAL.E WILLIAM LIEBERMAN 235 TIMBERLANE W. BARNSTABLE,MA 02668 2COLATION RATE: 0,43o17� -- T HOLE NO: .1 1-1oLE '2 TEST HOLE NO• ELEVATION: 1 SA rL�v`fop Sra�w,/'Ti�p 1 2 Suasol>_ L,5U&o►L.2 3 � 3 ; — 4 C AY MIXED C1PLvM1Xtb4 5 wr SA?.1D WITH 6 1NES FINES 6 j 7 7 8 S 411 . 9 9 10 _ 10 ` 11 q>=�1u 1-1 Mev�uM 11 [� 12 • - ,A D\,,)nl2 13 1U�5 F1NE5 13 14 tv o wA�eiz 14 15 ME'RI 5 16 16 (TABLE FOR SUB-SURFACE SEWAGE: LEACHING FIELD LEACHING PIT ` LEACHING TRENCHES :SUITABLE FOR SUB-SURFACE SEWAGE. REASONS: j.0•�`. f�C-► �-yJ7' �C-ntU[=STS �cG� G /�3T lAl MED SA,�JD L�y�fZ :TE : ENGINEERING PLANS MUST SHOW NUMBER ASSIGNED ON PERC TEST APPLICATION i IGINAL: COMPLETED IN ENTIRETY BY P. E, AND RETURNEDTO BOARD OF HEALTH ;PY: RETAINED BY APPLICANT _'ATION 0 NO. JLAGE -T A'R,STA-0 LC _ DATE 'LICANT CA Y' :: G_.1L.L-1S FEE' " )R£SS �F36p ,(1cE,�t.�'DLUD. �I�LM� ct1, J_.TEI,EPHONE NO. SZ-refundable) rINEER TELEPHONE NO. 428-?_3c)p 'E SCHEDULED (Applicant' s signature) • • • • • • e • • . • s • • • • • • • • • • • • • • • • • o 0 0 • • • • • • o • • • o • • • e • • • • o 0 o e � • • • • • • o • o • • • o o • o • • • • • • i SOIL LOG - ,_DIVISION DIVISION NAME 1�1 -rt✓_x?.G p.7- �,�/ - DATETIME °ANS ION AREA: YES_ X NO ',A/i L.1 1 AM W P_T.E T_NIA N ENGINEER ); iN WATER PRIVATE WELL. ZT Q11�LLQN BOARD OF HEALTH 1M � EXCAVATOR ;TCH: (Street name,etc. ,dimensions of lot, exact location of test holes and percolation tests, locate wetlands in proximity to test holes) NOTES.* 1 i-- 0 Pa 0 / N 6 'a �100 ' 1,1©•T -To SC1�LF TES 1-1o�E s 2�3 6-2 -ay . -- - l' T'E.ST HOLE �'� fl-28•�� ,COLATION RATE: `vs T HOLE NO: g .ST' ? 0LE Z, TEST HOLE NO:17m .ST P UB.l -Top SUt�S1JlL_ 2 6 2 3 LAY MIX1=A C Y ?11XE� Y MtxED ONSo t ID�t"ED 4 ITN SAND TF1 SA 4 W SA11D S N1�, GLP;,� 5 IPiES 1hIRS V INES F11�1E S S10T1tS 8 �CTER. 8 A-rGiL ,�li WATF k_ 1�`/G 9 9 10 10 � wATE�� _aSiAVE_L- 11 R.A�/GLl SOME �'Tt�F_5 12 .,�ISOMF 12 13 tiv� 13 14 14 15 15 16 16 :TABLE FOR SUB-SURFACE SEWAGE: LEACHING FIELD LEACHING PITS x LEACHING TRENCHES WILLIAM LIEBERMAN 235 TIMBERLANE ;UITABLE FOR SUB-SURFACE SEWAGE. REASONS: W. BARNSTABLE, MA 02668 T: ENGINEE'RING PLANS MUST SHOW NUMBER ASSIGNED. ON PERC TEST APPLICATION GINAL: COMPLETED IN ENTIRETY BY P. E. AND -RETURNED TO BOARD OF HEALTH 'Y: RETAINED BY APPLICANT 4 BARNSTABLE APPLICATION FOR PERCOLATION TEST AND OBSERVATION PITS, LOCATION: Lots 1 & 2 combined Buttonwood Lane IdO. D ,gor VILLAGE Barnstable DATE ' /2 `_7 /goo jPPLICANT Flannery non-refundable ADDRESS . . . . . TELEPHONE NO: ENGINES Holmes and McGrath, Inc. TZALEPHONE NO. 548-3564 00 Main Street, Room 201, Falmouth, MA 02540 DATE SCHEDULED 2/86 ME),J, ,.1j I`0(, BY: Applic s si ature . .. .. ... .... . .. ... .... . .. . . . . . . . . . . . . .. . . . . . . .. . . . . ... . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . ... 4 L SOIL LOG SUB DIVISION NATT DATE 7//,f e V& . TITTE /0:00 EXPANSION AREA: YES NO ENGINEER TO1IN WATER P:SVATE WELL TOM Nci kfEdK BOARD OF HEALTH EXCAVATOR SKETCH: (Street name, etc., dimensions of lot, exact location of test holes and percolation test, locate wetlands in proximity to test holes) NOTES: 0 , o V/1 r 0 M MftIM srtoce 7- PERCOLATION RATE: TEST_HOLE 'N0. ELEVATIOT?: TEST HOLE N0.' x ELEVATION: 1 2 \ 2\, 3 3 r- -i- 4 L5 PEfe ci f u�A rc 6 /OEk u� t�/�TA,< 4 7 7 g 6A4�/w17-1-/ F( 8 cGA� Sic7' wiry Four 59vi� 9 9 1b coRASF s���v �uA>c!� �� 12"' 12 13 13 14 14 15 15 16 16 SUI`�aBLE FOR SUB-SURFACE SFJAGE: LEACHING FIELD LEACHING PITS LEACHING TRENCHES UNSUITABLE FOR SUB-SURFACE SEWAGE. REASONS: � 417:W ' .r" — � 'l�1 r ✓IG.,a3 �CJ, ab tee. ` Mcv</i»�nt �OclnO TJOTEt ENGIRTEMNG PLANS MUST SHOW MIBER ASSIGNED ON PERC TEST APPLICATION . ORIGINAL: . C(ZIPLETED IN ENTIRETY BY P.E. AND R�PURNED TO BOARD OR, HEALTH COPY: RETAINED BY APPLICAI-7� s t 1 . ' •c pp V"y 1 .1e i GOLOBERG • ZOINO & ASSOCIATES, INC. r- GZ� he rapid growth of our geotechnical and geohydrological consulting services has been in response not only to the healthy construction industry,but also to an expansion of our work in the environmental area. As a result, all six of GZA's offices in New England and New York have expanded,and,most recently,our Vernon and Providence offices have moved. Our addresses, as of May, 1987, are: Goldberg-Zoino&Associates,Inc. The GEO Building 320 Needham Street Newton Upper Falls,Massachusetts 02164 (617)969-0050 Connecticut 27 Naek Road Vernon,Connecticut 06066 (203)875-7655 GZA/Heller Bridgeport Innovation Center 955 Connecticut Avenue Bridgeport,Connecticut 06607 (203)334-8393 Michigan 39605 Plymouth Road Plymouth,Michigan 48170 (313)455-4448 New Hampshire Airpark Business Center 380 Harvey Road Manchester,New Hampshire 03103 (603)623-3600 New York Goldberg-Zoino Associates of New York,P.C: 364 Nagel Drive Buffalo,New York 14225 (716)685-2300 Rhode Island . 140 Broadway Providence,Rhode Island 02903 (401)421-4140 Geotechnical and Geohydrological Consulting Services �' - Groundwater Engineering and Environmental Services Goldberg-Zoino&Associates,Inc.,along r with our affiliated companies and divisions, r provides a wide range of services. ------ - _--___. ........... _. .__.,. Engineering:GZA engineering staff j provide design and construction recom- mendations for a variety of soil,rock, and environmental engineering projects at our many office locations. ------------ Drilling:In addition to performing borings and in-situ testing, GZA Drilling, Inc. obtains high quality soil,rock, and groundwater samples for observation and laboratory analysis. Laboratory Testing:GZA operates fully- equipped soil and rock testing laboratories, as well as chemical screening laboratories for soil, water, and air samples. Instrumentation:For geotechnical, structural and geohydrological monitoring, GZAN Soil and Rock Instrumentation Division(SRI)designs, installs, and inter- - - -------- --- prets results of measurement systems. i Main Office: (I The GEO Building 320 Needham Street Newton Upper Falls,Massachusetts 02164 (617) 969-0050 i { Other Offices: Bridgeport, CT; Vernon, CT; Livonia, MI; Manchester, NH; Buffalo,NY; Providence, RI i G GOLDBERG ZOINO& ASSOCIATES,INC. GEOTECHNICAL-GEOHYDROLOGICAL CONSULTANTS cfzx F r i Environmental Problem Solving ! Research and Development t GZA's multi-disciplinary team of engi- 777 � GZA engineers and scientists are at the neers and scientists provides the skilled - 'y 4 M1 `.` forefront of numerous technologies asso- assistance essential for industries and ciated with groundwater engineering. municipalities in their efforts to comply 4a m . � ,a �R. � 4 + .+ � t ;; Reports:Among GZA's many published with complex local regional,and national reports is the 600 page manual of recom groundwater regulations. p mended practice for control of groundwa- Goal-Oriented Investigations:Whether r d t i" ter in tunnels prepared for the U.S.DOT performing a limited site assessment P g � „ ; '.. .° „' - �� � ''- � Research:GZA has completed many or planning a full-scale hazardous waste research,testing,and development cleanup GZA's research exploration x projects,including preparation of engi- and testing are tailored to meet defined neering guidelines for quality control objectives. sensitive Groundwater Use:since clean procedures used during construction of groundwater is a finite resource,popula- Cost-Effective Solutions:GZA's experi w -k� _ 'ors i sr.. tion growth and increased pumping may soil bentonite cutoff walls performed for enced professionals work toward solu + " { ' f S severely affect supplies.This study was the U.S.EPA. ' * `"" ?" _ 4 done to assess the availability o supple-bons which are both cost-effective and '��h '�,r��, - � - _____ Y f s pp t _ n Publications:GZA engineers and scien practical. F mental drinking water supplies for a city T � from the groundwater of a neighboring tists include noted authorities in their town. respective fields of endeavor.Each year, .wK�A Computer dozens al �° .�. �� - - •� Modeling: frequently do ns of technical papers,manuals,and uses modeling to predict flow and/or texts by GZA staff are published. dispersion of contaminants under a variety of conditions,and to simulate may'r, x various remedial scenarios. f �r { q kw i Environmentally Safe Solid Waste Facilities: .•. fis-- Properly engineered operation and closure of landfills minimize their environmental _= impact and permit the reuse of certain + aY sites for development. Field Testing;GZA engineers extended the capabilities of electronic piezocone instrumentation as part of the barrier v o r continuity verification program under- �e '- Award-Wimmng am•Desi _For the Sylvester taken for the U.S.EPA. - Hazardous Waste Site in New Hampshire, ss .y• ..may` ... T• •Y - Recirculation System �01 GZA engineers designed a hydraulic manipulation system to control the migration of contaminants.This system recirculated the plume until the site could be contained by a soil-bentonite cutoff wall,capped by an impervious membrane, Recharge and covered with soil.The system r continues to serve as part of a ground- LEG water recoveryPU ping Wells and treatment facility at ,xx +„ '� - :• - Z 4 ,4 t u Groundwat-r Contours the site.(American Consulting EngineersSimulated) - Council,Grand Conceptor Award for Flow Lines x Engineering Excellence,1983) - i 1 1 Pumping Study Lj 1 42 • • • • 1 1 1 • • . . � 40 t.3s • • • • -• 38 30 QQs .�A ::� p 141R�'1.'': "g' .y aka .. 1 1 - 1 1 • Legend t re • Pumping Well 9� -� B��_ _.._-�/ '� //J' - w - •• -• • • Observation Well ®Groundwater /\ xl ;'K t + • Elevation Contour 96 Interpreted Ground I ti,.b Water Flow Direction _ ! j ' ' '• • • •• aztpde` '.,'' 'i"y'� `;f� ,,�, iN ojv�tr� K+ t-� r tYt tdR!a✓�f Kl t 1. : { ,x.� N r'•fit. 1 1r i• t,d 1 / .IVA d � #"a•t•, r s .0 �.. 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I • • • r I b ., II i Geotechnical and Geohydrological • Consulting Services it Comprehensive Services Goldberg-Zoino&Associates,Inc.,along with our affiliated companies and divisions, provides a wide range of services. l Engineering:GZA engineering staff Ai provide design and construction recom- mendations for a variety of soil,rock, and environmental engineering projects at our many office locations. Drilling:In addition to performing borings and in-situ testing, GZA Drilling, Inc. obtains high quality soil, rock, and groundwater samples for observation and 1 laboratory analysis. Laboratory Testing: GZA operates fully- equipped soil and rock testing laboratories, as well as chemical screening laboratories for soil,water, and air samples. Instrumentation:For geotechnical - structural, and geohydrological monitoring, DivA!s Soil and Rock ion(SRI)des Instrumentation designs, installs, and inter- prets results of measurement systems. - Main Office: The GEO Building { 320 Needham Street Newton Upper Falls,Massachusetts 02164 (617) 969-0050 Main Office: The GEO Building 320 Needham Street Newton Upper Falls,Massachusetts 02164 p (617) 969-0050 Other Offices: Bridgeport, CT; Vernon, CT; Livonia, MI; Manchester, NH; Buffalo,NY; Providence,RI rJzx GOLDBERG ZOINO 6 ASSOCIATES,INC. cfzx GEOTECHNICAL-GEOHYOROLOGICAL CONSULTANTS engineering,chemical engineering,and oth- Waste disposal: Preparation of start-up and Photos GOLOBERG • ZOINO & ASSOCIATES, INC. Our comprehensive project services include: er related disciplines. expansion designs, operation and manage- program development; geological/site rem client and site, ment plans, closure plans, and post-closure 1. 99 Summer Street, Boston, Massachusetts: GEOTECHNICAL— GEOHYDROLOGICAL CONSULTANTS connaissance;subsurface explorations;field The scope our services varies with the monitoring schemes for solid waste; siting Foundation design recommendations for20-story supervision; laboratory analysis; data syn- te, from a simple investigation and design of environmentally suitable downtown office building including underpinning thesis; engineering analysis; design; s ecifi- pl a property as part of a purchase to mom- leachingareas or disposal lagoons. of adjacent structures in conjunction with rigid g g y g p plex multiphase actions at one of the many p g � � g cations; consultation; construction monitor- Superfund sites on which GZA has worked. lateral support system. (Architect: Goody Clancy Principals Office Managers ing; research. &Associates, Inc.,Boston, MA) Donald T.Goldberg Steven J.Trettel, Site investigations: Design and implemen SPECIAL EXPERTISE William S.Zoino Newton, Massachusetts Buildings: From site planning to final con- tation of monitoring, sampling,and analysis 2.Commonwealth Pier No.5,Boston,Massachu- Robert A. Heller, struction observation and performance programs for groundwater, surface water, GZA Drilling, Inc.: Test borings in soil and Joseph D. Guertin,Jr. setts:Foundation improvements to reduce settle- ment,improve stability, increase load cap Bridgeport,Connecticut monitoring for a wide variety of structures soil, and air. Typical services include con- rock by varied methods including wash bor- y John E.Ayres aci- Theodore von Rosenvinge IV, including one-story, high-tech manufactur- ducting subsurface exploration programs ing, hollow-stem augers, wire line core drill- Vernon, b replacing existing slab and fill with light- Headquarters Vernon,Connecticut in facilities; downtown office towers; large and installing groundwater monitoring in fixed piston soil samples; in-situ testingy y p g g Austin S. Marshall, g g g g g cl p p e weight concrete, and by distributing load with Plymouth, Michigan utilities; sports arenas. wells. including vane shear,well an sampling borehole "winged footings." (1986 Grand Conceptor, The GEO Building - Mathew A. DiPilato, Remedial investigation: Assessing the na- lacking; groundwater well and sampling n.- American Consulting Engineers Council of New Manchester, New Hampshire Dams: Foundation evaluation and/or design vice installation; borehole instrumentation. 320 Needham Street p tune of contaminants and their potential for England, Inc. Engineering Excellence Awards Irvine G. Reini II, of concrete and embankment dams; con Newton Upper Falls, Massachusetts 02164 g affecting sensitive receptors; determining Soil and Rock Laboratory: Soil classifica- Competition) (617)969-0050 Buffalo, New York struction inspection of new dams; remedia- acceptable levels of concentrations at the tion; determination of static and dynamic Frank W.Clark tion of existing dams; safety inspections; receptor for water-borne, air-borne, and di- engineering properties of soil and rock. 3.Alum Run Dam, Clarin on, Ohio:Site investi- Providence, Rhode Island design and implementation of performance Other Offices monitoring plans. rest-contact exposure. Methods conform with ASTM, AASHO, US gations, full design responsibility, resident engi- Since 1964, GZA has operated in the fore- Surface Trans Transportation:Geotechnical eval Feasibility studies: Identification of alterna Corps of Engineers, EPA, DOT,and NRC. neering, and field testing for a mine tailings dam CONNECTICUT front of consultingengineering for the p tive remediation techniques; analysis of al- Water Quality Laboratory: Analytical labo- ultimately to be 300'high. g g uation for key elements and appurtenant ternatives in terms of immediate and Ion rator for qualitative evaluation of surface 955 Connecticut Avenue investigation and resolution of a wide structures for highways, airports, railroads, g y Bridgeport,Connecticut 06607 variety of ground-related issues. In the and rapid transit. range cost,technological feasibility,reliabili- and groundwater samples including testing 4. light Rail Rapid Transit, Buffalo, New York: (203)334-8393 conduct of this work, GZA is committed to ty, environmental effects, and safety re- for PCBs, VOC's,and other constituents. General soils consultant for 7 miles of rock tunnel Marine: Piers; waterfront developments; quirements. with 5 rock caverns;2 miles of braced open cut 27 Naek Road providing responsive service, high-quality SRI (Instrumentation Division): Geotech- p performance, and state-of-the-art techni- bridges; offshore towers; subaqueous pipe- Remedial design: Design and specifications nical and structural instrumentation for lat- excavation with 3 station excavations; construc- Vernon,Connecticut 06066 lines; and slope protection. g g p tion dewatering; blast monitoring; groundwater cal solutions to.public agencies, other for remedial alternatives including removal, eral support systems, slopes, foundations, (203)875 7655 g pP y p quality monitoring; and geotechnical instrumen- design professionals, owners, developers, Underground Construction: Tunnels and containment, landfilling, stabilization and tunnels, mines, bridges, structures, and and contractors. caverns; through soil or rock; cut-and-cover renovation,as well as recover treatment of dams; in-situ testingof the engineering tation. (1985 First Award for Engineering Excel- — 39605 AN g y/ g g lence,American Consulting Engineers Council of or machine-mined;construction observation waste and/or contaminated groundwater. properties of soil and rock. 39605 Plymouth Road and instrumentation. New York,Inc.) RCRA compliance: Assistance with permit- Dynamic Pile DrivingAnalysis: Electronic Plymouth, Michigan 48170 GEOTECHNICAL SERVICES p p y y (313)455-4448 Construction: Design of lateral support and ting, including site investigation, water measurement of pile behavior, load capaci- 5. Gilson Road Superfund Site (NPL No. 27), GZA has completed over 5,000 projects in dewatering systems;dynamic and static pile supply evaluation,and development and im- ty, and many other parameters during pile Nashua, New Hampshire:Site investigation;rec- NEW HAMPSHIRE conditions varying from the glacial deposits testing; blast monitoring; instrumentation. plementation ri required monitoring pro- driving. ommendations for design and construction super- Air ark Business Center of New England to the volcanic rock of Latin grams; appropriate handling of removal ac- Computer Analysis and Modelling: Em- vision of emergency and p g p y g: g y permanent remedial tions including planning, coordination, im 380 Harvey Road America. Our large staff includes specialists ENVIRONMENTAL SERVICES bankment stability analysis; wave equation measures;design and construction monitoring of Manchester, New Hampshire 03103 in the engineering and geology of varied soil plementation, and construction monitoring. analysis; laboratory and field data collection soil/bentonite cutoff wall and cap; design and (603)623-3600 and rock conditions.Their expertise is easily GZA's team of engineers and scientists Water resource development: Evaluate and reduction;groundwater and surface wa- implementation of post-construction verification exchanged or transferred, enabling us to includes specialists in geohydrology, geolo- status and availability of groundwater, both ter modelling for seepage, diffusion, and process. (1982 National Grand Award for Engi- NEW YORK respond to varied project types and demand- gy, chemistry, biology, oceanography, toxi- to locate new sources and to ascertain the contaminant transport; soil and rock stress neering Excellence, American Consulting Engi- Goldberg-Zoino Associates of New York,P.C. ing schedules. cology, industrial hygiene, environmental potability of existing supplies. analyses. neers Council, Inc.) 364 Nagel Drive - Buffalo, New York 14225 (716)685-2300 , RHODE ISLAND a 140 Broadway Providence, Rhode Island 02903q 3 � (401)421-4140 r, w GZA DRILLING INC. 1215 West Chestnut Street 3 Brockton, Massachusetts 02401 `4 (617)583-8522 = 574 Mammoth Road 2 3 5 Londonderry, New Hampshire 03053 (603)625-5022 1 4 ,I Geotechnical and Geohydrological Consulting Services Geotechnical Engineering Services Goldberg-Zoino&Associates,Inc.,along with our affiliated companies and divisions, is provides a wide range of services. Engineering:GZA engineering staff provide design and construction recom- mendations for a variety of soil,rock, and environmental engineering projects at our many office locations. Drilling:In addition to performing borings and in-situ testing, GZA Drilling, Inc. obtains high quality soil,rock, and groundwater samples for observation and 1 laboratory analysis. 1 Laboratory Tbsting:GZA operates fully- equipped soil and rock testing laboratories, as well as chemical screening laboratories for soil,water, and air samples. Instrumentation:For geotechnical, structural, and geohydrological monitoring, GZA's Soil and Rock Instrumentation Division(SRI)designs, installs, and inter- prets results of measurement systems. Main Office: The GEO Building 320 Needham Street Newton Upper Falls,Massachusetts 02164 (617) 969-0050 Other Offices: Bridgeport, CT; Vernon, CT; Livonia, MI; A Manchester,NH; Buffalo,NY; .t ' Providence,RI G� GOLOeERG ZOINO 6 ASSOCIATES,INC. GEOTECHNICAL-GEOHYOROLOGICAL CONSULTANTS cfzx �tf ,I I I- I ' I The Value of Avoiding Surprises Ancillary Services Surprises during construction mean To augment our geotechnical Alum Run Dam Claringttn skills' GZA increased costs.And belated discovery Ohio To retain coal wash offers a wide range of collateral capabilities. of adverse ground conditions can be a n slurry,GZA designed one of Environmental services:Site investiga- ver costly surprise, causing delays for . ;� _ - - the first mine tailings dams to Y Y ' g Y *»•«--- «�_ „� g tions for solid and hazardous waste; site re-evaluation, redesign, and modification s = _.: be permitted under new strin- t of construction methods. If critical condi- gent environmental regulations. remediation according to appropriate regu- ,�,, I +' yF � ' • - GZA prepared complete plans lations;waste disposal; and water resource tions are never discovered, architectural - * tdevelopment. .,x� - �_ and specifications,and per and structural damage can result, along ,' 'V r �; .� _, formed initial construction gg �;` . with the related increased costs for reme- f monitoring.Design issues Geotechnical Instrumentation:Design, t - included flood protection and installation and interpretation of eo- dial action or operational inefficiency. �. � � �'• + " . ��d �� f P rP g fi �w interim slope stability over technical and structural instrumentation; Defensive measures:Because under- 4 T �I approximately 20 years of " ment to an ulti- dam development dynamic pile testing; and in-situ testing. ground conditions can vary considerably •„ _ - �. even within small areas risk is inherent , ', mate heigh�of 320'and a Geophysical investigation:For both in all construction.One of the best defenses width of about a half mile. geotechnical and geohydrological appli- to minimize risk is appropriate subsurfacecations; equipmentd investigation and analysis by skilled geo- �' ' ,< ;w " resistivity meters, a d mulrig-channel an engineering enhancement seismographs. technical engineers and geologists. g g Cost benefits:While no amount of Laboratories:Soil,rock, and environ- mental testing laboratories. Chemical investigation can entirely eliminate risk, - ��,• g every dollar spent on geotechnical investi- volatile organic compounds b testing of environmental samples including � '•-- "" •_ vol ound as chroma- gation and engineering may actually save `' - g P Y g many more. Geotechnical investigation tography;pH and conductivity; PCB's and and en ineerin can help owners and "� �+ '!�'� �--. �'' = pesticides; and petroleum hydrocarbon g g P ,. :.; fingerprinting. developers to avoid unexpected costs; .. .. _ �• � .. .- -� ,�- �� �'�` assist architects and engineers in devel- - r _ �` ` z:� s - Drillin :Wholl -owned subsidiary, oping appropriate designs; and enable Yz = " ,. - ! t b r1 " ' i:_ GZA Drilling,Inc.,with experienced staff contractors to be more cost efficient. and a complete inventory of the latest .� — � equipment to handle test borings,well �. _ _ w j � , - . ✓ _ installations, or instrumentation instal- Ar r: lations on land or water. `• , .` .^ '"` ��k z Research:For a wide range of geotech- " q nical functions including tunnelling; railroad sub grades;lateral support s � g pP stems Y and underpinning; and groundwater a control/dewaterin g. z Carol Phelps Granite Street Ramp,Manchester, Crystal Mall, Waterford,Connecticut: New Hampshire: Regulations against Development of more than ninety acres filling the Merrimack River necessitated of former quarry required coordination " a temporary excavation of a slope to permit of extensive earthmoving to permit fast _ construction of foundations for a canti- track construction of a 950,000 square levered highway exit ramp.GZA provided criteria and specification rovisions foot mall. GZA developed design spec- designP I, i fications and provided construction for the 45'-high retaining wall as well as for the ram s pile foundation.High ' monitoring for the 23 month process of P' P f g moving 850 000 cubic yards o material. g Y f capacity rock anchors provided perma- In addition,GZA developed design cri- } nent lateral restraint for the ramp teria for foundations and slope stability structure. j studies for the rock fill. II I Broad Experience I Excellence in Engineering GZA has performed geotechnical servicesW , r w Since 1964, Goldberg-Zoino&Associates, for a wide variety of structures. M ,h"` Inc.has been providing geotechnical engi- Buildings:From initial site planning to � r ' neering services to help protect the interests post-construction performance monitoring of our clients. for diverse facilities such as office towers Risk management:We evaluate project P l and vibration-sensitive manufacturing I engineering data both in terms of the level plants. # of risk and of the comparative costs of the Dams:Foundation evaluation and/or geotechnical options open to our clients, design of concrete and embankment dams; and assist them in comparing the appro- construction inspection of new dams; 1 priate alternatives for their specific needs. safety inspections;remediation of exist- Team orientation:We recognize that ing dams;design and implementation ° development of the built environment is a of performance monitoring plans,prep � , � cooperative process.Whether working for aration of construction plans and owners, contractors, or as part of design specifications. teams, GZA's professionals are Surface transportation: Geotechnical I`` ¢ , responsive to the timetables and needs of evaluation for key elements and appur- _ s A _�� ': A our clients. tenant structures for highways, airports; - A Technical depth:GZA has completed railroads, and rapid transit. - '` -. over 10,000 projects in conditions varying Marine:Piers; waterfront developments; — - t from the glacial deposits of New England bridges; off-shore towers; sub-aqueous - ° Each of our offices is staffed with to the volcanic rock of Latin America. pipelines; and slope protection. � � �� � � . _ _ � � •� # people having a broad range of experience and Underground construction:Tunnels and _ abilities, enabling the firm to provide caverns through soil or rock; cut-and- - comprehensive and integrated services cover or machine-mined. - _ y * a throughout project planning,design, Utilities and sanitation:Evaluation of 7 - " ' construction and performance. soil conditions for design and construc- tion of buried utility transportation mediums; transformer and pumping .. ' stations; central production and handling : plants; and landfills. Mining:Slope stability,dewatering and other studies for open pit mining such as coal and phosphates Construction:Pre-construction surveys; design of lateral support and dewatering systems;dynamic and static pile testing; blast monitoring; instrumentation. , Niagara Frontier Transportation Authority, Light Rail Rapid Transit System, " Nick Wheeler .I �+ Buffalo.New York: GZA was General Geotechnical Consultant for five miles of rock tunnels,five rock caverns,two miles of braced open-cut construction,as ; 399 Boylston Street,Boston, well as station and maintenance facilities. Massachusetts: Fora new 13-story To relieve a pressurized aquifer in a two- office building on filled land in a dense mile fractured-rock zone along the tunnel downtown area,it was necessary to limit alignment,GZA developed design speci- construction disturbances which might fications for a 13,000 gpm dewatering create structural damage to foundations system which operated for the duration of adjacent renovated structures. GZA of construction.GZA received the i recommended single piece, 125'precast First Award for Engineering Excellence .- prestressed concrete piles and both speci- J from the Consulting Engineers Council r h fled and monitored pile driving techniques. of New York State. 1..Rocco Photographers a 1 Comprehensive Project Services Because our staff deals with projects from form for use in the analysis/design proc- inception to completion, we can plan an ess for that specific project.We utilize the integrated package of skills and services latest computer technologies to manipulate to best meet our client's needs. data accurately and efficiently. Program development:We determine Engineering design/analysis:To arrive the techniques and level of investigation at the recommended geotechnical design required to obtain adequate information criteria for the project,potential solutions for the evaluation of subsurface conditions. Renovations to Commonwealth Pier, to the conditions revealed by the subsur- Geological/site reconnaissance:Prior Boston,Massachusetts: In this project, face data are evaluated in terms of project to conduct of site specific investigations, which was named Grand Conceptor by function, cost,performance, materials, GZA's geologists and engineers make a the Consulting Engineers Council of New construction sequences, and potential reconnaissance visits to gather geologic England,extensive settlement and lateral construction problems. g g $ movement of an historic pier created di f- and historical framework data to refine ficulties in adaptive reuse of the structure. Risk evaluation:Through reports and the program and aid the interpretation of ».- GZA developed an interactive system personal consultation, GZA engineers � d of load relief and load transfer,replac- site specific data. Fk r .. assist clients in selecting the technical ing 70,000 cubic yards of existing fill o tion best suited to their economic and Subsurface explorations/field �`-'- � :` with specially-developed low-density p supervision: GZA engineers select the concrete,and linking selected pile functional requirements. caps with structural concrete'twinged techniques of investigation,monitor con- t Specifications:Detailed descriptions of footin s Ed Malitsky materials and procedures are prepared duct of the operations, and help assure `' x�.;-�� g � p p p appropriate handling of soil and rock for the technical provisions necessary to samples for testing and evaluation of ;: "r{' -- accomplish whichever geotechnical recom- subsurface conditions. • ���- � � � "' mendation is accepted by the client.GZA Laboratory testing:GZA's skilled engi- ` _' o o e also provides examination of final design neering technicians use state-of-the-art and construction documents to confirm methods and equipment to confirm soil that recommendations are appropriately included. and rock classifications and to determine static and/or dynamic engineering = C ''+. Construction monitoring:GZA tech- properties. .. '" V„, nicians observe the construction process Data synthesis:Once data are gathered, " ...r�.-"; to. to detect any unanticipated subsurface ;;; conditions and confirm that recommen- they are assembled into an appropriate E.j y - ' dations are being carried out appropriately. El wit iui► ,ww•7 r � - — j 7 :c 3 a • -TM ::�,� `" •�-�;a fin; _ _ - F.. � �.• � ,�,. ��, � -� Refuse to Energy Y. ry Facilit MillbU s .. a Massachusetts: GZA's investigations � .4"" ,��• • ,_ """`^ � ,.. =-� `�'�' � § ',✓ '� � �< --j• � ,' ,6 ,YEA � .{ cT.y,�� ,k �� i � �! showed that the heavy structural load . of the planned resource recovery boiler3 machinery would create the potential for n » r a F displacement of the rock at the edge of the refuse pit.GZA specified a combing �F'� " ` � '� '` '• , tion of rock-anchor tie-backs,concrete � w,F buttress wall,-and fabric drains to help �� ' maintain the tability of the rock. ` �t� �' " �'e'Vm Ik� k� t 1 Geotechnical and Geohydrological Instrumentation Systems and Monitoring Services Consulting Services �� �' g Goldberg-Zoino&Associates,Inc., along with our affiliated companies and divisions,provides a wide range of ser- vices in addition to instrumentation. t Engineering:GZA engineering staff provide design and construction recom- mendations for a variety of soil,rock, j and environmental engineering projects at our many office locations. Drilling:In addition to performing bor- ings and in-situ testing,GZA Drilling, Inc.obtains high quality soil,rock,and groundwater samples for observation and laboratory analysis. LaboratoryTlysting:GZA operates fully-equipped soil and rock testing lab- ) oratories,as well as chemical screening laboratories for soil,water,and air samples. P Main Office: R _ The GEO Building 320 Needham Street Newton Upper Falls,Massachusetts 02164 I (617)969-0050 _ . _. — . . i Other Offices: Bridgeport, CT;Vernon, CT; Plymouth, / MI;Manchester,NH; Buffalo,NY; Providence,RI Soil and Rock Instrumentation Division of mm GOLOBERG•ZOINO& ASSOCIATES,INC. GEOTECHNICAL-GEOHVDROLOGICAL CONSULTANTS r 1 . E r u SRI's staff of experienced engineers and technicians is able to respond to your geo- technical instrumentation and monitoring needs wher- ever they may be.With its _ reputation for reliability, flexibility,creativity when Soil &Rock Instrumentation faced with complex and 4— a unique geotechnical chal- lenges,SRI can be depended Soil &Rock Instrumentation(SRI) - � upon to provide you with was founded in 1968 as the geotech- y quality service. ,TM. nical instrumentation division of Goldberg-Zoino &Associates, Inc., _8 ...,. k and over the years has, in the per- formance of more than three hun- dred instrumentation programs, �� established itself as one of the fin- � '�— est geotechnical field measurement organizations in the country. Own- g ers, designers, and contractors for civil works and mining projects throughout North and South Amer- ica call on SRI for services including „ Consultation . Program development (A Instrument fabrication and testing , Instrument installation and maintenance � � Data collection and management " Data analysis Predictions of ground behavior _ A. fi. In-situ measurements State-of-the-art research t. " wqwA SRI provides its clients with inno- '' vative solutions to complex geo- technical monitoring and testing problems, always recognizing the time and budgetary constraints under which business today must operate.In addition, SRI maintains a Quality Assurance program that meets Nuclear Regulatory Commis- sion and Department of Energy -- t requirements for nuclear power plants and waste disposal projects. SRI's experienced staff maintains a fully-equipped instrumentation laboratory and workshop that can accommodate a broad spectrum of electro-mechanical work. The firm works closely with reputable sup- Project/Client pliers and technical service organza- #" tions which provide priority services when called upon by SRI to answer special needs. t Recor ar SRI haIs worked Ex enence d�A Statesas well as u1�C ntr ldd=Southts-throughout thet_ ntedr - P U "Ameri ocation ct Piale ~ - _ L g"� Client ` �..� - r- .• =tom z�,a Basalt Waste Isolation Project - Richland,Washington - Rockwell International ' � 'WasteIsolation�Pilot Project Carlsbad;New;Mexico` � Cementation�West �,� i A � MidlandNuclear�Power Stations Midland:'�Michagan Bechtel Power Corporation �1 Lateral Support Systems s , , r4 Ludington Pumped StorageProjec� hudmgton;�Micluganr EbascoaServices �` r , In . . . ., � - � r Indesigni signing lateral support system s, es ect Colo assumptions often be made-- u- ,. ._~.•,.. � . conditions own before actual con s are kn LaFortuna Power Pro ect ,,x~,-, Re ubhc of Panama` u, Charles T.Main{International" -` resulting in a somewhat ex erimen- P ,n tal approach. Geotechnical moni- Yguazu Dam Paraguay, S.A. Tv Charles T.Main International , ; M .; toring provides checks on system a' invalidate,-� � �'� behavior to validate or i s- . . - . , .. N , , Interalumma Dikes Venezuela, S.A. . = _,Interalum�na Aluminum design assumptions. Instruments are invaluable in makingaccurate mea-Bankhck Creek Dam Coven ton Kentuck Iler.Construction ,- � �. surements of round and wall defor- - matron; stress in and deformation of Sabaneta#Dam, Dorninican Re ubhc Hans ,onEn meenn, �. f p g g a F£ cr structural elements; and soil, rock, ram' T �w a, a M and groundwater pressure. t New York New'York GMG Constructors - ,' �„ . . wx ;w E:,63rd;Street Subway , SRI has provided geotechnical 1 �..�,_ •� monitoring for both internally k :: . _ _ LL . , f iendslu Her is Station, - . Washington, D.C , r, Slatter Maclean Grove ; 1 "' braced and tied back excavation su., r � ,. _ RN port systems at sites as various as 80- d Lexington Market Tunnels Baltimore Maryland, Under Underground Technol0 .a ¢, _ foot-deep walls in soft sensitive clay gY P Y rn Development Co oration �, ' _. p �rp_ u near Boston and a 120-foot-deep,rock excavation in mid-town Manhattan. t Alewife Station&Garage Cambridge, Massachusetts Massachusetts Ba ~ r Trans ortatioriAuthorit !; ,y P Y kr� BuffalolLRRT System Buffalo, New York Niagara rontier. Transportationuthority� M t~ : 71 v. �.rMat n ,y� w .. o;Illinoius- .,. . ,Kiewit Shea:Kee nn A � o a _stre s Chi k A JintVentur l r, Room&Pillar Mine .,,ri,. #,� ~ Philippi,West Virguua sr v ,4..., ,,.GAI Consultan�9 _ Open Pit Mine - Underwood, North Dakota _ : . Falkirk Mining,,Company y- o x Alewife Station—Red Line Extension, ib _ am idg e�y Q a to'Tailin s Dam ': Tee 'Powlatan Point, Oleo Quarto Mimn' Com n Cambridge, Perms Corp. g , ,y g° P , r r .� ';: °fir.::y..;..,..,• ,.*3.y,.v;ri- . ,. Y .,u -'k �..::^�':a. : i4�A� a¢,.3@."M'11."*x-~s,. ra�f...i;'„p' ,�, _ - h s of Subway Extension—Mass rV y Tourdan§Road Te_rmmal , ,New OrleansLouisiana ParsonsBnnckerh©ff' Transit Administration of an —Baltimore, e& ugl b„ d � ,� �,, MarylandMd. Q s I Shd rrection C,mcmnati o • National.fin meeru7. K, nF"� � Keelu�Interchange Pile Foundation' o,.-Honolulu; Hawan . `. � Parsons,Brinckerhoff�- . YY � w�E � ��'' a , x PttelilnT st Trark, m. ' T�irhlil C'�iluratln ` �° ` II's ,n- m, ..,aW ur ��iu: r - ,� 'AA s, - �. ,1TfrTIE',T►. �( Sh( m,utKsti: " wdnn,m n .. , n.y.:vr nw ,-r„ n. ii ^i'a.:. 1w' >�+eroane imrir :•:• gin.xw .k:mx4 w ,a..ryr.um' 1 t t (1 .: .. • - —. � � ....r . y., � MFw mr r�� .:,• � �• �� . ll i 'T�a X a � n V,Malakoff Cayuga Coal Mine s , °Henderson ty' Co x Coun exas `North Am, ,r ,e aril al<Com P Y n 70 Buildmg�F roducts 'r� Tampa;�Flonda`�, 4� t -Nat„ional-Gypsum Corporation' � �'„ q 1bla�~ factur�ng.Facrlxty , s 4 r Underground Mines Research and Development 79 In the mining industry, tolerable r SRI's extensive geotechnical levels of deformation and stress are instrumentation experience and its much higher than those allowed on ". "� y _ affiliation with Goldberg-Zoino& a ''- Associates Inc. combine to produce most civil works projects. Even so, � � �`'` unparalleled expertise in the related measurement programs similar to ''--- arepas of research and development. those for civil works, tunnels, and Its electro-mechanical and analytical caverns play an integral part in min- yt ing operations. The magnitude and t qualifications are constantly being direction of rock stresses and the m refined through the challenges of impact of load and stress on support � ' ° m e "": '� Y gn- man varied and unusual assi systems are vital considerations, as R ments for which it has developed are the amount of surface subsidence specialized instruments and sophis- and mine convergence and the ticated new measuring systems. amount and quality of groundwater. These special assignments have SRI Y provides instrumentation Sys- ' included the modification and devel- tems to measure these parameters. tt P gh- p ;, -- - ,� �: o ment of instruments for hi tem- For arecent research project on x perature applications and developing, surface subsidence over pillar extras- testing, and installing complex auto- surface g P mated systems to monitor in-situ tion panels in a coal mine, SRI Wa. rock behavior in nuclear waste designed and installed 600-foot-deep _e multi-position extensometers with repository test facilities.SRI is experi- four independent measuring systems y cy " , -s cried in using computers for analysis in a single borehole—a major advance of instrument designs, statistical in the state-of-the-art of borehole analysis, control of remote data anal deformation measuring systems. 'o,. ---- ` ' systems, and data logging. Other research assignments have included using monitoring systems to evalu- ate tunnel boring machine per- formance, evaluating contractual methods for undertaking instrumen- tation programs, and preparation Computer Based Datalogger for 1000 Instru- of guidelines for monitoring soft ments.WIPP Project,Carlsbad,N.M. ground tunnels. Mine Convergence Instrumentation, Kitt Mine,Philippi,W.Va. } Ip I In-Situ Measurements Tlunnels and Caverns In response to a growing demand for , ,M Tunnel and cavern construction in-situ determination of the engi- a can be precarious, and calls for close neering properties of soil and rock, :=`' ! observation every step of the way. SRI offers clients a wide variety of .r In addition to simple, direct visual field measurement programs, each of ,: observation, a geotechnical instru- which is tailored to identify specific _ mentation system is often used to characteristics of specific materials. measure ground deformation, total For example, SRI provides overcor- i ! loads and stresses in primary support ing services to determine in-situ systems, stresses and deformation in stress, borehole jack or loaded plate j final linings,water pressure,tempera- tests to determine deformation modu- l _ tune,and surface subsidence. SRI will lus,and pressure tests to determine develop, furnish, install, and monitor permeability in rock.In soil, SRI is ~ � �,. 'y such systems.The firm has provided prepared to investigate in-situ com- instrumentation on more than a bil- pressibility and shear strength by _ _ - , _ lion dollars'worth of new under- pressuremeters, shear strength by '; ° ` ground facilities, including under- vane shear tests, and soil density by ''` ground powerhouses in the United cone penetrometer measurements.- States and Latin America several Permeability and stratification of soil ,° i dozen subway and utility tunnels can be measured through use of a piezometer probe, which SRI used throughout the United States, and nuclear waste test facilities in the extensively to characterize deep j marine clays during the design of the western United States. Projects have Y g gn ranged from the first United States Alewife subway station and garage in precast-concrete-segment-lined sub- Cambridge, Massachusetts. . i way tunnel to a 2600-foot-deep shaft SRI has performed a wide variety in bedded salt. of in-situ measurement programs for tunnels, dams, nuclear power sta- tions, hydroelectric power projects, f .. mines, marine facilities, industrial , Buffalo Light Rail Rapid Transit Project facilities, and buildings. Buffalo,N.Y d 4 11 Installation of Inductance Convergence Meter, Slurry Panel Test Program,Alewife Station, Cambridge,MA. Nw 41 N Foundations Embankments, Dams and Slopes As with many other forms of geo- SRI's experience in the instruments- "F tion of shallow and deep foundations �` 3 technical construction, designing ranges from making simple settle- and building embankments and ment observations to developing ��. y dams, both earthfilled and rockfilled, state-of-the-art systems that provide is often highly empirical, a cautious both dynamic and static measure- P ,Y o<< „ , � marriage of theory and practical ments of deep foundation behavior. experience.Instruments are needed These latter measurements are often to monitor conditions during con- undertaken in order to determine the ;- struction, and afterwards, to evaluate location of deepfoundations and to � `j n�� e t '. abutment and embankment stability, discover how they behave under " - deformation, stresses in embank- loaded conditions. SRI will plan and ments and structural elements, and execute pile load tests and analyze seepage through and around the con- data. Pile alignment surveys, mea- strutted facilities. surements of pile deformation and SRI was called upon to develop stress and of driving stress are other 1 �� . � - unique measurement techniques to services provided, along with moni- > -" provide data for evaluating the stabil- toring surface structural movements - _ ity of an embankment and a bitumi- b both direct and remote sensing g nous concrete reservoir lining at the ,a techniques. �' .,: �. .:. t largest pumped storage hydroelectric One of the most complex deep _ � project in the United States, near foundation testing programs ever = Ludington, Michigan. attempted was at the Keehi Inter- s 14� 4 Monitoring programs are often change in Honolulu Hawaii.All of used to observe the stability of soil the instrumentation, which included `. and rock slopes, natural and man- twelve different measuring systems, ; a made. Deformation and pore pres- was designed and installed by SRI. ' :' r .. sure are two commonly observed indications of stability. ' •{-•t "£ SRI furnished and installed all "' ►> � monitoring systems for the Ohio -Casting Instrumented Pile, - r IM„ Department of Transportation's �'�{ � design of a tied back-c linder- ile Keehi Interchange,Hono- � �;,� . . '' � Y P lulu,Hawaii. wall to correct instability on a major hi ay Concrete Pile, Keehi Interchange,Hono- ay excavation into the side O f ghw de lulu,Hawaii. 4 .'M; ' .Adams near Cincinnati, Ohio. t Mt d Seven different measuring systems 1 F were provided for this one-of-a-kind slope stabilization scheme. .�} �, ,, �; Embankment Strain Instrumentation— =' Ludington Pumped Storage Project,Luding- ton,Mich. Y 'I Geotechnical and Geohydrological Consulting Services 1 Drilling, 'list Boring, &In-Situ Testing Services Goldberg-Zoino&Associates,Inc.,along with our affiliated companies and divisions, !: provides a wide range of services. i Engineering:GZA engineering staff provide design and construction recom- mendations for a variety of soil,rock, and environmental engineering projects at ; our many office locations. Drilling:In addition to performing borings and in-situ testing, GZA Drilling, Inc.obtains high quality soil,rock, and groundwater samples for observation and ' laboratory analysis. Laboratory Testing:GZA operates fully- i equipped soil and rock testing laboratories, s as well as chemical screening laboratories for soil,water, and air samples. Instrumentation:For geotechnical, structural, and geohydrological monitoring, GZA's Soil and Rock Instrumentation Division(SRI)designs, installs, and inter- prets results of measurement systems. j GZA Drilling Offices: r 1215 West Chestnut Street Brockton,Massachusetts 02401 (617) 583-8522 1 574 Mammoth Road '. Londonderry,New Hampshire 03053 f (603)625-5022 i Goldberg-Zoino&Associates,Inc. 4 Main Office: The GEO Building 320 Needham Street Newton Upper Falls, Massachusetts 02164 (617) 969-0050 i Gti\ dRIL iWi INC. A SUBSIDIARY OF GOLDBERG•ZOINO&ASSOCIATES,INC. � C1zxdRi11iNCiiNC* rY { 1 Diversity of Cost-Effective Craftsmanship Equipment/Skills/Experience To engineers, architects, and owners, soil ; - ,- _ w µ ' A wholly-owned subsidiary of the geo- sampling and in-situ testing are key to technical and geohydrological consulting understanding subsurface conditions.Yet firm, Goldberg-Zoiuo&Associates,Lie., this work still must be cost-effective. ' , GZA Drilling offers the tools and skills # Equipment For All Locations: GZA _� y to obtain pertinent information for the { � � # , � Drilling performs skilled, technically 9 �' _ performance of geotechnical engineering, t appropriate drilling, sampling, and in- hydrogeological evaluations, and geotech- situ instrumentation. GZA Drilling - - f nical instrumentation services by GZA or - its clients. equipment is mounted on a variety of conveyors for land,water, and difficult Types of Drilling:Hollow stem auger,drive terrain, including truck mounted, trailer }, s4¢ ' and wash casing,wire line,rock coring. mounted, all-terrain vehicles, and skid , rigs.This equipment has been used on �- - P F � ` � Sampling Techniques:Split spoon;Shelby �.• # + a tube, Osterberg;rock cores. projects in excess of 200 feet in depth in In-Situ Tustin Borehole permeability, soil and rock. g� P Y, - ` rock packer testing,Dutch Cone;pressure Efficient Operation:Many of our drillers f a. ._, _ •- — • e "� , '" - .�` # meter for stress in soil;overcoring for stress have over a decade of field experience and > t �" �" ' "f ' in rock; and vane test for shear strength. have worked on hundreds of constructed �- ; -. - -. '` s' 1 ". . ' .. '». _ r '`' Instrumentation Installation:Inclinom- projects.This array of experience enables .... � '�, � �».: �.-�=��`r „" ' • � = ., f :, eters piezometers borehole extensometers us to operate efficiently to complete our �,° ° �. , •� _ �.�. , I � � a �'� x - � ° , � ,, =w subsurface settlement indicators and e� clients'projects on time and within budget. ` �, ''x _ �, P a � �- " cialized installations unique to project Regulatory Compliance: GZADrilling _�� . � � � •'�� +� ` k •' �"�. $ requirements. personnel have performed numerous proj- a " ects in compliance with:Health and Safety �� £ Groundwater Well Installation:Observa- Programs up to Level B; Digsafe;RCRA; tion wells,multi-level wells,and cluster CERCLA; and State and Federal QA/QC - +�.� wells; conventional and pneumatic sam- regulations and procedures. ` ' ` � =4 pling systems; installed in accordance with EPA regulations. is ' 1 i n • ` G E q 4. k• GZA Drilling technicians are equipped and trained to perform investigations on hazardous waste sites up to Level B. a ~` A variety of equipment,including barges Instrumentation projects include instal- and off-road vehicles,enables GZA :, lation of pneumatic piezometers in cluster i Drilling to respond efficiently to test wells as well as monitoring the stability boring or test drilling projects either of soil,rock,and nearby structures. on land or water. I Since 1964, GZA has operated in the forefront of consulting engineering, developing a reputation as one of the most respected geotechnical and geohydrological consulting firms in the Northeast. Over the years, we have grown and now provide diversified environmental services to assist our clients with some of the most sensitive issues of the day. GZA exists to serve our clients.This philosophy of service embraces responsiveness, creativity, integrity, fairness, and technical excellence. For our team of engineers, scientists, and technicians, the GZA work environment fosters creativity and provides the opportunity for growth and professional fulfillment. GZX GOLOBERG•ZOINO 1& ASSOCIATES, INC. CONSULTING ENGINEERS/GEOLOGISTS/ENVIRONMENTAL SCIENTISTS The GEO Building 320 Needham Street Newton Upper Falls,MA 02164 + (6171969-0050 FAX(617)965-7769 William S.Zoino,P.E. Principal October 6, 1988 File No. Z-10611-C,PC Barnstable Board of Health Town Hall Barnstable, Massachusetts 02601 Re: Design of Septic System Lot 13 Watergate West Subdivision West Barnstable, Massachusetts Gentlemen: This will certify that I have reviewed the revised design of the septic system dated August 18, 1988 to be constructed on Lot 13 on Buttonwood Lane prepared by Edward J. Kierney, Registered Professional Engineer. This revised plan shows the use of seepage pits in lieu of a leaching field on the previous design. As discussed with you at the Board of Health Meeting of August 2 , 1988 , it is the undersigned's opinion that the seepage pits will be more efficient than leaching areas because they utilize the greater coefficient of horizontal permeability as opposed to the lower coefficient of vertical permeability. I herewith certify that this plan has been prepared in accordance with the requirements of Title 5 of the State Environmental Code and Town of Barnstable Health regulations. Within the limitations of .such codes, I hereby certify that the system and reserve area will function properly for a period of years equal to the average design life of a Title 5 septic system. �ytVi OF M Yours very truly, �� qc WILLIAMSo ti GOLDBERG-ZOINO & ASSOCIATES, INC. C.31 ZOINO � NO.20203 y , A�°A, GIST ER `�``� William S. Zo'no, P.E. ss��NAL �NG� Principal WSZ:dlw Newton,MA Bridgeport,CT Vernon,CT Livonia,MI Manchester,NH Buffalo,NY Bala Cynwyd,PA Providence,RI An Equal Opportunity Employer M/F/V/H GOLOBERG•ZOINO & ASSOCIATES, INC. v �1 CONSULTING•ENGINEERS/GEOLOGISTS/ENVIRONMENTAL SCIENTISTS The GEO Building 320 Needham Street Newton Upper Falls,MA 02164 (617)969-0050 FAX(617)965-7769 William S.Zoino,P.E. Principal October 6, 1988 File No'. Z-10611-C,PC Barnstable Board of Health Town Hall Barnstable, Massachusetts 02601 Re: Design of Septic System Lot 13 Watergate West Subdivision West Barnstable, Massachusetts Gentlemen: This will certify that I have reviewed the revised design of the septic system dated August 18, 1988 to be constructed on Lot 13 on Buttonwood Lane prepared by Edward J. Kierney, Registered Professional Engineer. This revised plan shows the use of seepage pits in lieu of a leaching field on the previous design. a As discussed with you at the Board of Health Meeting of August 2, 1988, it is the undersigned's opinion that the seepage pits will be more efficient than leaching areas because they utilize the greater coefficient of horizontal permeability as opposed to the lower coefficient of vertical permeability. I herewith certify that this plan has been prepared in accordance with the requirements of Title 5 of the State Environmental Code and Town of Barnstable Health regulations. Within the limitations of such codes, I hereby certify that the system and reserve area will function properly for a period of years equal to the average design life of a Title 5 septic system. OF M Yours very truly, �o ti�WILLIA GOLDBERG-ZOINO & ASSOCIATES, INC. ZOIN M S �n p . O N0. 20203 �FcisT0 0 �`�� William S. Zoino, .E. FssIGNA� f Principal WSZ:dlw Newton,MA Bridgeport,CT Vernon,CT Livonia,MI Manchester,NH Buffalo,NY Bala Cynwyd,PA Providence,RI An Equal Opportunity Employer,M/F/V/H GOLOBERG•ZOINO & ASSOCIATES, INC. �[� U CONSULTING ENGINEERS/GEOLOGISTS/ENVIRONMENTAL SCIENTISTS The GEO Building 320 Needham Street Newton Upper Falls,MA 02164 (617:969-0050 FAX)617)965-7769 William S.Zoino,P.E. Principal October 6, 1988 File No. Z-10611-C,PC Barnstable Board of Health Town Hall Barnstable, Massachusetts 02601 Re: Design of Septic System Lot 13 Watergate West. Subdivision West Barnstable, Massachusetts Gentlemen: This will certify that I have reviewed the revised design of the septic system dated August 18, 1988 to be constructed on Lot 13 on Buttonwood Lane prepared by Edward J. Kierney, Registered Professional Engineer. This revised plan shows the use of seepage pits in lieu of a leaching field on the previous design. As discussed with you at the Board of Health Meeting of August 2 1988, it is the undersigned's opinion that the seepage pits will be more efficient than leaching areas because they utilize the greater coefficient of horizontal permeability as opposed to the lower coefficient of vertical permeability. I herewith certify that this plan has been prepared in accordance with the requirements of Title 5 of the State Environmental Code and Town of Barnstable Health regulations. Within the limitations of such codes, I hereby certify that the system and reserve area will function properly for a period of years equal to the average design life of a Title 5 septic system. Yours very truly, VSN OF rr;ss9 o� �y GOLDBERG-ZOINO & ASSOCIATES, INC. WILLIAM ZOINO N0.20203 �FNISTER �`�� William S. Zoi o, P.E. NAAL Principal WSZ:dlw Newton,MA Bridgeport,CT Vernon,CT Livonia,MI Manchester,NH Buffalo,NY Bala Cynwyd,PA Providence,RI An Equal Opportunity Employer M/F/V/H - N 135.78, LOG OF TEST PITS TEST PIT TEST PIT No. I No. 2 � 0.0 0.0 L TOPSOIL, LOAM OAM,TOPSOIL 0.5 3 0.75 FINE SAND w SILTY GREY BROWN PL G FINE SAND i'2 7 BROWN LOT 13 '9 FIN LITTLE SILT AND ® 2EMINUT MINUTESON TEST PER INCH 40870tsf 1 2.5 1 W U- GREY BROWN MOTTLED °• ? CLAY-SILT rN R-515.84' N 1 BROWN ® PERCOLATION TEST A=22 57' LLJ d FINE SAND 2 MINUTES PER INCH O AND SILT Q a.9 TRACE COBBLES 1 , i 3 N o T P-2 FINE SAND N N N c° 0 7,0 zl O (NO WATER ENCOUNTERED) O • 5.0 Z (NO WATER ENCOUNTERED) O LEGEND: B-2 c>a B-� TP-1 INDICATES LOCATION OF TEST BORING BY GZA DRILLING, INC. 0 INDICATES LOCATION OF TEST PIT BY GZA DRILLING, INC. Wl 01 —' 375°-40'-50W s tN OF M9 -PLAN- ` ssgcti PLAN OF LOT 13 WILLIAM Sm GN NO?20203 CIO WATERGATE WEST 0' 15, 30' 60' �FG�ST6R� '��� WEST BARNSTABLE, MASS. CIZW\ SS�cNAL ��'G DAN I EL GALLAGHER -OWNER- . N x LOG OF TEST PITS TEST PIT TEST PIT No. 1 No. 2 i 0.0 0.0 1 _ T LOAM,TOPSOIL TOPSOIL, LOAM � O6 3 0.75 FINE SAND W SILTY GREY BROWN ~ FINE SAND 1'2 PL 7 BROWN FIN LOT 13 I.9 LITTLE AND SILT ® 2EMIN TES T PERIIN H 40870fsf 2.5 I F- i IWi GREY BROWN a MOTTLED o z CLAY-SILT R=515.84' rNN = ® PERCOLATION TEST I BROWN 2 MINUTES PER INCH VA a A=22.57' Z Wp FAND SILT INE D d 4 TRACE COBBLES .9 1 w N o TP-2 FINE SAND �i N N 1 N Rio 0 7.0 z p (NO WATER ENCOUNTERED) 0 51 8.0 2 (NO WATER ENCOUNTERED) O LEGEND: B-2 m B-� TP-I INDICATES LOCATION OF TEST BORING BY GZA DRILLING, INC. INDICATES LOCATION OF TEST PIT BY GZA DRILLING, INC. W 1 , YI O 225,19" _------------ ------ 575 -40"-50" W -PLAN- 0\ OF PLAN OF LOT 13 S� WILLIAM ?NO 20203 y WATERGATE WEST o' 15' 30' 60' ,, WEST BARNSTABLE, MASS. X, FGISTER� w7lFSs�CNALG� DAN I EL GALLAGHER -OWNER- N , 135.78' _ LOG OF TEST PITS TEST PIT TEST PIT No. I No. 2 1 0.0 0.0 1 Y� LOAM,TOPSOIL TOPSOIL, LOAM 0.5 3 0.76 FINE SAND SILTY GREY BROWN PL L FINE SAND 1.2 7' BROWN I FINE-MEDIUM SAND ® PERCOLATION TEST LOT I3 a' '8 0 LITTLE SILT 2 MINUTES PER INCH 40870fsf ✓ 1 2.6 ' W LLJ U- U- GREY BROWN d MOTTLED m Z CLAY-SILT �N = PERCOLATION TEST R=51 5.84 d BROWN ® 2 MINUTES PER INCH A-22 57' w FINE SAND p AND SILT d .9 TRACE COBBLES 4 I , 1 3 _� a TP-2 FINE SAND N N 01 N Ip 0 70, al 0 (NO WATER ENCOUNTERED) 0.0 Z (NO WATER ENCOUNTERED) 0 r LEGEND: B_2 cfl TP_1 INDICATES LOCATION OF TEST BORING BY GZA DRILLING, INC. T 4 INDICATES LOCATION OF TEST PIT BY GZA DRILLING, INC. W 1 OI 225.19' _- -' 575°^40'-30°W -PLAN- . coM,y PLAN OF LOT 13 o ��y WATERGATE WEST 0' 15' 30' 60' c.o WEST BARNSTABLE, MASS. �yFF� °ate DAN I EL GALLAGHER s1i35 / -OWNER- N 135.79' LOG OF TEST PITS TEST PIT TEST PIT No. I No. 2 0.0 0.0 Ya LOAM,TOPSOIL TOPSOIL, LOAM 0.5 3 0.75 FINE SAND SILTY GREY BROWN P a FINE SAND 1.2 L 7 BROWN le FINPERCOLATION TEST LOT 13 LITTLE I SILT AND ® 2 MINUTES PER INCH 40870fsf 2.5 I + � W W GREY BROWN tL Q MOTTLED m z CLAY-SILT eN = ® PERCOLATION TEST R=515.84' n FINE WN 2 MINUTES PER INCH A=22.57' Z p AND SILT Q 49 TRACE COBBLES 1 , N O Tp_r� FINE SAND i G - a N N N ?p Q 7.0 z1 0 (NO WATER ENCOUNTERED) 0 7 8.0 Z (NO WATER ENCOUNTERED) 0 LEGEND: B-2 B-I TP-I INDICATES LOCATION OF TEST BORING BY GZA DRILLING, INC. 4 INDICATES LOCATION OF.TEST PIT BY GZA DRILLING, INC. W, 0 O1 2125.1.9, -- -' 5750-40'-50 W -PLAN- tN of Mgss PLAN OF LOT 13 o�'� gcyG WILLIAM S, WATERGATE WEST d 15' 3d 60' NO.20203. '4 WEST BARNSTABLE, MASS. A*o,� �FcIS7ER�°���e DAN I EL GALLAGHER FSS�cNAL ENG� -OWNER-