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HomeMy WebLinkAbout0028 FIELD STONE ROAD - Health ) Ii Ib�� f TOWN 0 BARNSTABLE LOCATION SEWAGE # VILLAGE ASSESSOR'S MMAP& LOT 6 S 3 INSTALLER'S NAME&PHONE NO. d® di''i l'6��J, ` SEPTIC TANK CAPACITY lStn2 �---'"'"� ._.. LEACHING FACILITY: (type) Z (�iri +��4%� (size) S NO.OF BEDROOMS BUILDER OR OWNER/lale%0p � < PERMITDATE: COMPLIANCE,DATE: 2 9— Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by �; . a { 2-,: N �a.V 1 r i t rf BOARD OF HEALTH DESIGNING ENGINEER MugSUPEIJ�W N O F B A R I�[ S T A B L E INSTALLATION AND CERTIFY IN WRITING THE SYSTEM WAS INSTALLED IN STRICT (Certificate Of (Compliance ACCORDANCE TO PLAN. / THIS IS TO CERTIFY, That the Individual Well Constructed (''), Altered ( ), or Repaired ( ) by- - uv A 2 7_----G E- k--ft - - A-E E�A-&-------W--F=Ar=------ �f -- Installer - ------------------------------ has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. A� -2 7-Y$___Dated 07?7 THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE- --- — ——----------------- — -- Inspector------------------------------------------------------------------------- SENDER: ,v_ ■Complete items 1 and/or 2 for additional services. I also wish to receive the rri ■Complete items 3,4a,and 4b. _ following services(for an y ■Print your name and address on the reverse of this form so that we can return this extra fee): card to you. ai ■Attach this form to the front of the mailpiece,or on the back if space does not 1. ❑ Addressee's Address permit. y.•-•MWrite'Return Receipt Requested'on the mailpiece below the article number. 2. ❑ Restricted Delivery N ■The Return Receipt will show to whom the article was delivered and the date a C delivered. Consult postmaster for fee. 0 3.Article Addressed to: .. 4a. 'cl Number ` Po6't�'P / s _ (� 46.Service Type 0 (01^ft ❑ Registered �ertified W N ❑ Express Mail ❑ Insured ❑ Return Receipt for Merchandise ❑ COD c l Q C 7.Date o liveh 3 z 21 �. p 5.Received By:(Print Name) 8.Address e's ApdreTs(Only if requested W and fee is paid) t 6.Signa r • ddr ssee orA 0 X 0 N PS Form 3811;9066ember-1994 ' Vi Domestic Return Receipt ..7MA UNITED STATES POSTAL SERVICE Voff' P a Ie ens I w C) Perrii-ifG_G • Print your name, address, and ZIP Code in this box • I I I _ I i 7, DAVIDD.0 )UdHANOWR7 � R I i FORTY-THREETRIANGLECIFtCLE r SENDER: I also wish to receive the v ■Complete items 1 and/or 2 for additional services. m ■Complete items 3,4a,and 4b. following services(for an h ■Print your name and address on the reverse of this form so that we can return this extra fee): card to you. ai ■Attach this form to the front of the mailpiece,or on the back if space does not 1. ❑ Addressee's Address 4) permit. y ■Write°Return Receipt Requested'on the mailpiece below the article number. 2. ❑ Restricted Delivery rn r ■The Return Receipt will show to whom the article was delivered and the date « delivered. Consult postmaster for fee. 0 3.Article Addressed to: 4a. le NumberEl a . G y)3t 4b.Service Type ❑r Registered -�Certified Ix c �(i��%1 U�l {�1 J ❑ Express Mail ❑ InsuredUj y o L ❑ Return Receipt for Merchandise ❑ COD 7.Date of eli ery w Z t� / . 9 5.Received B . nt Name) 8.Addressees Address(Only if requested W and fee is paid) r 3' 6.Signature:(Addressee or Agent) W'ct •` { (�t � it ��{ E1 i1i ! iliif PS Form 3811 Decembeir)994 ' i { { Domestic Return Receipt j ® first-Class Mail UNITED STATES POSTAL SERVE _Sl. PAq Postage trees Paid USPS Permit No.-G-10 • Print your name, address, and ZIP Code in this box• ks.DAVIDD.0�UGHk IO,WR�� FORTY- HREETRIANGLECtRCIE 5ANDWICH"MA02563 " 1 + U.S. POSTAGE .�f .f%'\ "+. ti ''"F``•''PGA'PtC:;lf\`r uo, . , PAID ,\f:• si}�� f�'r•� fti•\\•�/R• �-rfflil��f�y\ ' i" FDRESTDRLE�MR {''= .w\:.flit,• AIN../j�\:•fl.\�..J .�\.;rj'i,rf• �,r'•:'di r-:. SEP 1 1 '9, 026,14 �ffs;r r•• r r.. t s.t .ls't\.•/�''\\d/''\i•f/ \i.;r%'\f uwirs�sr�rEs �i/j;'\�;f•'\';f fir.. \\ /% POSTAL SFRWCE F' �t\ •r��t\. �l'\.;,!•�;rj'"i•;rf �.r�' •sir 1 AMOUNT ���:.:'�\ !fay\ /;-:\�:� 984 77 R\�•% // \, 0000 • \•.l �;/•\ /��..f'•''.;% 'ti;f ti+ i r _ _ .. .. _ 0 0 0 1 5505-03 _ i•r 1`ti .lat\: s.� lst� /s:'1\ %;�\./%:\�.f' \\,r \�r Yr//��\�:%r/�.\�'�•::t:ri-.�17t��,i�r\\�'�li�t`�''f�•+�t\~'�Jlsi��k��I,�r.� c / tt ..c a �"'�����'ti M1_. - �,- )I C x /�b�i o �f� ::T t •.. %fl'\ —\ 'ti;r ti;'r. �ti;.�!ti, :la .t .li��'Jl•'�\'://: sti../.t.:./r:}\ •h.�\�/�. r ,... :!L..f�ti;.J �LI'lfr ��L IV : \ ice \� {rf �. �:•r a:tt;�/���;:r/j'��;i' \if• �; t +!tom T "'+++rf:y:; i} :: !t�::ll:\\:;. '\\:;%f�ti` �ti\\' '+te\:f% i�f%���r'• r. sr't-:I; 2nd Notice z,r ;t�:�ia�t�;/1;�1•ff�\�� •'\�f/;•\\;'f%t��;r �t;::: �.r•. :•la's.;./i� � \GH 411� m_..-,--. , r •�;;r• t'�r '..;.r �:'. •r•::s.t.., s.t::llw\\.ll:.\\.J \`.f% \� aJll y�� Q� c' .:�.�w:•rl.:yt:%1'.•�.:;%.\�,'Fj:\ti;i�: ��ir �:r .,. s»..fiti.;.1.L• '�fj: ♦'.\�'/j.z;'f.,i�.r s.\\.;1''• :•: •�:':ff i.�;fl�;�}/��1\;fj:\\;fj'�\\;f'v �. SG�e � - r .s'.i1 IJI:.\\�'r�:�.\\:'r/1:ti�`,r ti;r `�ti;i!•�tii�:�tir::��' :�% �1 d o ` q:�-} (rJ � i199f usQs wx + SENDER: r C ■Complete items 1 and/or 2 for additional services. I also wish to receive the ",,.,.,, H ■Complete items 3,4a,and 4b. following services(for an H ■Print your name and address on the reverse of this form so that we can return this extra fee): card to you. ai d ■Attach this form to the front of the mailpiece,or on the back if space does not 1. ❑ Addressee's Address 0 permit. y ■Write'Return Receipt Requested'on the mailpiece below the article number. 2, ❑ Restricted Delivery rn Y ■The Return Receipt will show to whom the article was delivered and the date o _ �- c delivered. Consult postmaster for fee. V o r a 3.Article Addressed to: 4a.Article Number ate, d I c a kttc 4Ard � kciY b-yoci R fi;q rd E 4b.Service Type r� c i(�✓ ,� f' to ❑ Registered ❑ Certified c cn rn h / ❑ Express Mail ❑ Insured os �� r ❑ Return Receipt for Merchandise ❑ COD a ��L% 7.Date of Delivery z °a, m 5.Received By: (Print Name) 8.Addressee's Address(Only if requested and fee is paid) t g 6.Signature: (Addressee or Agent) T X N PS Form 3811, December 1994 Domestic Return Receipt NO. DATE i� IDSF''�o MAK8 FEE—t6J9 `� 8 fp► t► ^ own of Barnstable REC. BYZ v m s RFrf�p ,. Board of Health oP 9 19 Main Street, Hyannis MA 02601 OTBg9NlT 9T HOfP ABIf N q'4 AoQ W� Susan 0.Rask,R.S. omce: 508-790 2 - Brian R.Otedy,R.S. FAX: 508-775-3 4l.,Q 0'a 3 Ralph A.Murphy,M.D. VARIANCE REQUEST FORM All variance requests must he suhmittcd at Icast fifteen(15)days prior to the scheduledr oerd of Ileelth meeting. o •'rpCH GYI✓i rd11/vr/�rrk7 t r o$$�w O I CF5 NAME OF APPLICANT yi,p r �iS� TEE. N0. ��� �S�Z r �CJ 04 WJA � V� ADDRESS OF APPLICANT 4-3 I ►'la VI C�fr�P NAME OF OWNER OF PROPERTY SUBDIVISION NAME DATE APPROVED I jg I e ASSESSOR'S MAP AND PARCEL NUMBER Mqp PC I 3 LOCATION OF REQUEST SIZE OF LOT 13S, 62-1 SQ.FT WETLANDS WITHIN 200 FT. ES NO ✓ t VARIANCE FROM REGULATION (List Regulation) Z - e�br4c � Welk lZf6 l S r REASON FOR VARIANCE(May attach if more space is needed) Gi�v i w f c�d�re5 with lS0 �� Sc�+b�c(� liP� h/adJl Almost T'thP PIS; re + o� C LFy ch"Ptr c l I ; PLAN - FOUR COPIES OF PLAN MUST BE SUBMITTED CLEARLY OUTLINING VARIANCE REQUEST. VARIANCE APPROVED Susan G. Rask, R.S., Chairman ' NOT APPROVED Brian R. Grady, R.S. REASON FOR DISAPPROVAL Ralph A. Murphy, M.D. FROM MP&B FAX NO. : 8333110 Oct. 10 2060 01:06PM P1 0�.'ld%UU U�:A3 MAd, 13UaiAgAe+ w l-{IAJl:11J4' a.ula.,as 25e Al MkN STREET, BUZZARD$ BAY,mA. 02532 508-759 73 FAX 5p&75"244 Fabru" 14, 2000 Tmn of Bsun"Is Board of Health 367 Main Street Hywwo j.Ma. 02601 Attu. Gerry punning w, RB: Lot 53 Field Store Road , Dear W. Durminp, On February 1 o,="made an ort site.inspoWan of the sewrge dtGRG-921 sys:sm InaWlWon at the above referenced ate and found it to be In substantial compliance with F,.o-T9oh Envin mental plan no, ETE-373,dated September 2. 1997. All well setbacks are as shown on ft plan. ROOT r4 RaWrt A Braman. PE . ~� IMM1c AN NAL c TOWN O BARNSTABLE LOCATION SEWAGE # VILLAGE L, / —ASS E SOR'S MAP & LOT !)1 . d 5 I INSTALLER'S NAME&PHONE NO. v logs ------ SEPTIC TANK CAPACITY . /S Grp LEACHING FACILITY: (type) Z l�.i��_y�� (size) S NO. OF BEDROOMS BUILDER OR OWNER — PERMITDATE: At COMPLIANCE DATE: Z �^ f Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by i i o - 0 ©S�0"Z rJ f-0 , N � � f Y ✓ .r�r�J .5U1 L L'tt'.u1 11 UiYa Al lHc L UL'A IIOiY G1r l roc A90P0SED ,9*ZL1'NG. 9. A!O DF7•EAM1NA-r1oN NAS BegN M #De 45 TO COMPEJd�IVC& vv, 7,;4 DLED R EST'R1GY'IORJS D R ZONING R EG uLATI W S. :r*' SNA L L A M4W -rdt o wNFKS AESPOJ6WWY 7-o OSMAI A L L RemuI R912 -PERM/YrS, 5P9CI A•L I'EERMI Y"S VA R1-4tVCF.5 &`fG, POR S PRO TiCr. •�/�//''/I /ii'Y�i s7✓s .r"'j •nc _ y✓nry •�)i h I} ot 00 14 lb co 14 Jf' (p� l � ai. • � ., r.�,:',� O .Sir �4 �. �ii � � cap�; A • � ��� / � �• " '•btu; ► 1 i.,09 M A K P LA ra • zoo . K 1P G R o t) 0 t eA5) ?y'3, f . N . Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS ZIpplication for Miqonl otem Cou5truction Permit Application for a Permit to Construct(x)Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot N/o. OLS tQEwLp�-S��l F-0- Owner's Name,Address and Tel.No.Gp1 Assessor's Map/Parcel WCsr `� �` f4ALINk SISK ` 5 k f MAFt III AR 5 %'(05: Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. '�7oP .oTCvL!gF, ucxt,tri� CC O; T "wt MA ?Z I °l 11MPf4'�tb Ced To1�41,bt��, Type of Building: Dwelling No.of Bedrooms Lot Size3ce.17sq.ft. Garbage Grinder N� Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow ?J3� gallons per day. Calculated daily flow n✓30.`E' gallons. Plan Date Q•2-R7 Number of sheets Revision Date Title ! Size of Septic Tank ($4VL. Type of S.A.S. CAA-T6 64afA�i Description of Soil Nature of Repairs or Alterations(Answer when applicable) DESIGNING ENGINEER MUST SUPERVISE INSIAELAHON AND CER111-Y IN WRITING— !FH;'=- SYST-6 WAS !NS a"I 1 r_®-;lsr�3€tlo AnC ORDANc�r P�ALVa Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been ' y this B He th. Signed Date l O- 19.- 9.°t Application Approved by Date d �O Application Disapproved for the following reasons Permit No. Date Issued lqtcl as 1 No. " R c j Fee ATHE COMMONWEALTHASSACHUSETTS Entered in computer: Yes a1� PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS t 2pprication for Migpogar *pztem Congtructton J)ermit Application for a Permit to Construct K)Repair( )Upgrade( )Abandon( ) El Complete System ❑Individual Components Location Address or Lot No.,�r I E�w O�j� � O-ne LPs Name,Addr Ieod TeL No. ct gHEe p f)n,�� Assessor's Map/Parcel W / �1�,�� '� �• 5��t G�� M A . /nA P!/i PARc>t L 53 L r Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. +. �jpt✓P�-oTC� -p� -ucxt anJ EGO - T .k4 - Mpwo 'ark, M A Type of Building: p Dwelling No.of Bedrooms Lot Size 3�.�017• sq.ft. Garbage Grinder(N ) Other Type of Building No.of Persons Showers( ) Cafeteria( Other Fixtures Design Flow gallons per day. Calculated daily flow + gallons. Plan Date 9-Z•C1 7 Number of sheets I Revision Date Title 511E Ae->0 w�4td`z Size of Septic Tank V 500 COAL• Type of S.A.S. ACC-III-+(fl (G(ZL Description of Soil Nature of Repairs or Alterations(Answer when applicable) s Date last inspected: Aw Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been 'rwo y this B He th. Signed �^ Date 10- \S- 9`1 Application Approved by - C / Date /d Z, Application Disapproved for the following reasons 17 Permit No. - Date Issued f 0 Z r) 9 - THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance -THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( Repaired ( )Upgraded( ) Abandoned( )by,. 7 at Gc� /`tc% /5'J` '1-Q t ISA o has been constructed in acco d ce with the provisions of Title 5 and the for Disposal System Construction Permit No. I -1� -.5 dated w'Z 0-- Installer Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date C{ IM Inspector Q --------------------------------------- No. r v Fee / i THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTAB ^ , TTST SUPERVISE AND CER?1�� P"I V`'r ITING TliF SY M �laTr°.-t..__.. ':a C o"7:e0T Migpool *pgtem Conttrud Permission is hereby granted to CC nstruct . Repair( )Upgrade( )Abandon( ) System located at 2 g and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Constructiomust be completed within three years of the date of this_�� � g Date: /d/ / �/ Approved by F .� . loan: • " .r�..wr•rwrwr.�rr r..rrww rww...w . .rs.rr rr�r�r/.rrrrrrr.rvrwr.rwrr r rr �.+.u.rrwro..wrw.rrr.rr+w rwr+rr wrarrrr rr,.rr w.wr.w�.•r rrrrrrr Mal t�J � low r-�:ter__---t .r • 1 i - 1 � 1 ' 1 j all..a.e.g."CdJJ. n rw"s 131 m.wl.MM f/N"Ick tta .No 67S fiagZ -may4}'�i'-ol 15c6�F�fls�o)+6p4 }lug-r16t'.f Isaa-assaaa� r+o+ 4 M r1�►14 p.rl DESIGNING ENGINEER MUST SUPERVISE INSTALLATION AND CERTIFY IN WRITING TIE SYSTEM WAS INSTALLED IN STRICT It -�-Lv-9 7—�/g 'ACCORDANCE TO PLAN, I 10�_� a � Fee----------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Application-for Vell Con5tructionPermit Application is hereby made for a permit to Construct (el"'Alter ( ), or Repair ( )an individual Well at: --s3-------------------------- QLocation — Address Assessors ap and Parcel Owner Address oas�3 A_ ----- 11IF-E-HAr�l- f �r ��, �1 ---338 I2-t,------1-3a----moo - ----------------- Installer — Driller 13O_rfvS7 ETD S'NpUV AL_ PAQ K Type of Building A N-P InlT-C_v-k M A• oO S&-S Dwelling -�"�c,+�-^�SZ------------------------------------------ Other - Type of Building----------------------------------- No. of Persons----------------------------------------------------------- Type TYPe of Well -L4 ------------------ Capacity--------------------------------- ---------------- Purpose of Well----- -1--------------------------------- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until Cert' ate .o iance as been issued by the Board of Health. Signed — - - - -- -�ddt-��7---- Application Approved By/ � Za 97 - date Application Disapproved for the following reasons:------------------------__-_--------------------------__---------_-- ----------- -- - -- ------ _-------------------------------------------------------------------------- ------------------------------------------- ��•• `` Q 7 date Permit No. -L�=L 7—y ----------- Issued r ---- / ---------------------------------------------- date Cv 9 7 L/8 fi NU-------------------- tFee------------- = BOARD OF HEALTH TOWN O•F BARNBTABLE Zpp[irationArVrit Congtrurtionprrmit Application is hereby made for a permit to Construct (o0- , Alter ( ), or Repair ( )an individual Well at: QLocation — Address A r\ Assessors ap and Parcel t t{ Owner Address WIQ� d a S(o 7j l�(Z l< lea---SS&---12-1----A-aO-----0 QY--- "^b Installer — Driller &,,r-fy,-rCID SNPUV�TTAL— PAQ K Type of Building 5`A N t.Wsc to AAA• t Dwelling H : "" t F _ Other - Type of Building 1---------- No. of Persons----------------------------------------------------- t Typeof Well-— — -- -- ----------------------------- Capacity---------------------------- - - - - -— --- - Purpose of Well I------------------------------ -- Agreement: The undersigned agrees to install the aforedescribed individual.well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until a Certificate .of Campfiaft a has been issued by the Board of Health. f Application Approved By/ '-�', date Application Disapproved for the following reasons:------------------------------------------------------------------------------ - - - - F ---------------------------------------------------------------------------------------------------------------------------------------- date Permit.No. -L =L 7- — ------------ Issued-----II-- Z O-9 7- date . ji 1p 5 BOARD�OF HEALTH t.t., TOWN OF' BARNSTABL`E -' C ertif irate Of COMPUrite THIS IS TO CERTIFY, That the Individual Well Constructed (Altered ( ), or Repaired ( ) by 7_�1 a S A N---_ Aj------- W-(:_Lt --------D- Z r_rt_I s'----—-- Installer at e has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. ------------------ - Dated---`--------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. Y 1 t .* DATE Inspector ector---------------------------------------------------------------------- BOARD OF HEALTH O TOWN OF BARNSTABLE .; lVell Cmtrurtionjermit ' 4�-c-- -- � No. --------------- Fee------------ �,,`' ,Permission is hereby granted-- —'-- C _la- N----�E-_J-----. Q=,_l-l' 01/�' �.a " to Construct 00, Alter ( ), or Repair ( ) an Individual Well at: r No' . -1- =t '`--�` -— � Ls�_S-ts to — - £'- ---------� - r a' -ti- �`, �'--------------------------------- '* 1 Street as shown on the application for a Well Construction Permit q .- `y�----------------—------------ Dated---------------------------------------------------------------------------- -=--- 7 Board of Health DATE--—--- ------- -- -- ——-—-------- TOWN OF BARNSTABLE ofracTo� - m'�°yt� OFFICE OF BOARD OF HEALTH SAMIL 039 367 MAIN STREET >� t639 `� �0 N HYANNIS,MASS.02601 October 10, 1997 Ralph Sisk 43 Triangle Circle Sandwich, MA 02563 Dear Mr. Sisk: You are granted a variance to install an onsite sewage disposal system at Lot 7 Fieldstone Drive, identified on Assessor's Map 110 as Parcel 53. The variance granted is as follows: Part XI:Section 2.00: To install a soil absorption system 101 feet from one neighbor's well, 136 feet from another neighbor's well, and 116 feet from the onsite private well, in lieu of the required 150 feet separation distance. The variance is granted with the following conditions: (1) The applicant shall obtain a well construction permit from the Board of Health prior to installing an onsite well. (2) The well water shall be tested for the following parameters: coliform bacteria, sodium, nitrate-nitrogen, iron, pH, conductivity, and EPA methods 502.11503 or 502.2 or 524.1 or 534.2. These tests include analyses for purgeable halocarbons and purgeable aromatics as well as analyses for petroleum hydrocarbons or pesticides. (3) The septic system and well shall be installed in strict accordance with the revised plans dated September 2, 1997, revised October 6, 1997. (4) The designing registered sanitarian shall supervise the construction of the septic system and private well and shall certify in writing to the Board of Health that both the septic system and well were installed in the locations specified on the revised plans dated October 6, 1997. The variance was granted because it would not be feasible to place the septic system at the southeastern corner of the lot without a pump chamber due to the topography of the land. sisk Barnstable County Health and Environmental Laboratory Superior Court House, Route 6A P.O. Box 427 Barnstable, MA 02630 (508) 362-2511 ext. 337 Volatile Organic Analysis Analytical Method: 502 .2 Collection Date: 12/08/97 Date Received: 12/08/97 Analysis Date: 12/10/97 Client: RALPH SISK Mailing RALPH SISK Sample Location: 9 Address: 9 SHEEP PASTURE WAY LOT 53 FIELDSTONE RD EAST SANDWICH MA 02537 WEST BARNSTABLE Sample ID: 662802 Laboratory ID: 662802 Sample Description: PRIVATE WELL Compound Amount MCL Reporting Detected (ug/L) (ug/L) Limit (ug/L) Benzene BRL 5. 0 0'.5 Bromobenzene BRL 0. 5 Bromochloromethane BRL 0.5 Bromodichloromethane BRL 0.5 Bromoform BRL 0.5 Bromomethane BRL 0. 5 n-Butylbenzene BRL 0. 5 sec-Butylbenzene BRL 0.5 tert-Butylbenzene BRL 0.5 Carbon tetrachloride BRL 5. 0 0.5 Chlorobenzene BRL. 100 0.5 Chloroethane BRL 0.5 Chloroform 2 .4 0.5 Chloromethane BRL 0. 5 2-Chlorotoluene BRL 0.5 4-Chlorotoluene BRL 0.5 Dibromochloromethane BRL 0.5 1,2-Dibromo-3-chloropropane BRL 0. 5 1,2-Dibromoethane BRL 0. 5 Dibromomethane BRL 0. 5 1,2-Dichlorobenzene BRL 600 0.5 1, 3-Dichlorobenzene BRL 0.5 1,4-Dichlorobenzene BRL 5. 0 0. 5 Dichlorodifluoromethane BRL 0. 5 1, 1-Dichloroethane BRL 0.5 1,2-Dichloroethane BRL 5. 0 0.5 1, 1-Dichloroethene BRL 7. 0 0. 5 cis-1,2-Dichloroethene BRL 70 0.5 trans-1,2-Dichloroethene BRL 100 0.5 .1,2-Dichloropropane BRL 5. 0 0.5 1,3-Dichloropropane BRL 0.5 2, 2-Dichloropropane BRL 0.5 1, 1-Dichloropropene BRL 0.5 cis-1,3-Dichloropropene BRL 0. 5 trans-1, 3-Dichloropropene BRL 0.5 Ethylbenzene BRL 700 0.5 Hexachlorobutadiene BRL 0.5 BRL: Below Reporting Lim-. MCL: Maximum -Contaminant Level page 2 Sample ID: 662802 Laboratory ID: 662802 ::ompound Amount MCL Reporting Detected (ug/L) (ug/L) Limit (ug/L) Isopropylbenzene BRL 0. 5 I-Isopropyltoluene BRL 0. 5 Methylene chloride BRL 5. 0 0. 5 4aphthalene BRL 0.5 ?ropylbenzene BRL Styrene 0.5 BRL 100 0. 5 1, 1, 1,2-Tetrachloroethane BRL 0.5 1, 1,2,2-Tetrachloroethane BRL 0.5 "etrachloroethene BRL 5. 0 0. 5 toluene BRL 1000 0.5 _,2, 3-Trichlorobenzene BRL 0.5 .,2, 4-Trichlorobenzene BRL 70 0.5 ., 1, 1-Trichloroethane BRL 200 0. 5 , 1,2-Trichloroethane BRL 5. 0 0.5 Tichloroethene BRL 5. 0 0.5 'richlorofluoromethane BRL 0. 5 .,2,3-Trichloropropane BRL 0.5 .,2,4-Trimethylbenzene BRL 0.5 .,3, 5-Trimethylbenzene BRL 0.5 'inyl chloride BRL 2 . 0 0.5 'otal Xylenes BRL 10000 0.5 BRL: Below Reporting Limit MCL: -MaxiMum Contaminant Level Thomas F. Bourne, Laboratory Dire for Bortle �Number : 662801 Date: 12/15/97 Bj BARNSTABLE COUNTY HEALTH AND ENVIRONMENTAL DEPARTMENT O r SUPERIOR COURT HOUSE V hj BARNSTABLE,MASSACHUSETTS 02630 �lA 55 PHONE:362-2511 Client : SISK, RALPH Collector: CHARLOTTE STIEFEL LAB337 Mailing 9 SHEEP PASTURE WAY Affiliation: COUNTY STAFFER Address : EAST SANDWICH MA 02537 Type of Supply: W Telephone: Well Depth: 80 FT Sample Location: FIELDSTONE RD Date of Collection: 12/08/97 Town: WEST BARNSTABLE Date of Analvsis : 12/08/97 PARAMETER SAMPLE RESULT RECOMMENDED LIMITS Total Coliform Bacteria/100 mL 0 0 pH 6 . 8 Conductivitv (micromhos/cm) 100 500 Iron (ppm) 0 . 7 0. 3 Nitrate-Nitrogen (ppm) < 0 . 1 10 . 0 Sodium (ppm) 8 20 . 0 Copper (ppm) < 0 . 1 1 . 3 BASED ON THE ANALYSES PERFORMED , THE FOLLOWING ADVISORIES ARE GIVEN: * Based on the results of the parameters tested, the water is suitable for drinking but may present aesthetic problems (taste , odor, staining) due to iron. Thomas F. Bourne, Laboratory Director TOWN OF BARNSTABLE THE T04 OFFICE OF i DA"STMM i BOARD OF HEALTH MMt 'oo i639• 367 MAIN STREET �0 MAY M' HYANNIS, MASS.02601 October 10, 1997 Ralph Sisk 43 Triangle Circle Sandwich, MA 02563 Dear Mr. Sisk: You are granted a variance to install an onsite sewage disposal system at Lot 7 Fieldstone Drive, identified on Assessor's Map 110 as Parcel 53. The variance granted is as follows: Part XI:Section 2.00: To install a soil absorption system 101 feet from one neighbor's well, 136 feet from another neighbor's well, and 116 feet from the onsite private well, in lieu of the required 150 feet separation distance. The variance is granted with the following conditions: (1) The applicant shall obtain a well construction permit from the Board of Health prior to installing an onsite well. (2) The well water shall be tested for the following parameters: coliform bacteria, sodium, nitrate-nitrogen,iron, pH, conductivity, and EPA methods 502.11503 or 502.2 or 524.1 or 534.2. These tests include analyses for purgeable halocarbons and purgeable aromatics as well as analyses for petroleum hydrocarbons or pesticides. (3) The septic system and well shall be installed in strict accordance with the revised plans dated September 2, 1997, revised October 6, 1997. (4) The designing registered sanitarian shall supervise the construction of the septic system and private well and shall certify in writing to the Board of Health that both the septic system and well were installed in the locations specified on the revised plans dated October 6, 1997. The variance was granted because it would not be feasible to place the septic system at the southeastern corner of the lot without a pump chamber due to the topography of the land. Sisk The submitted plans do comply with the State Environmental Code, Title V and the setbacks are maximized to those parcels which would be must affected based upon the groundwater direction flow. Sincerely yours, usan G. Ras,R.S. Chairman Board of Health Town of Barnstable SGR/bcs sisk ECO-TECH ENVIRONMENTAL 43 TRIANGLE CIRCLE (508) 888-0185 SANDWICH, MA 02563 Richard and Barbara Heeman Map 111 Lot 52 195 Route 130 Unit 1 Forestdale, MA 02644 Dear Abutter, Please be advised that on Tuesday the 16th of September,there will be a hearing before the Barnstable Board of Health concerning the development of a property at 28 Fieldstone Road in West Barnstable. Although the proposed septic system and well meet all of the requirements of Title 5, a few variances to the local regulations must be sought on account of the conditions on site. The hearing will be held at Town Hall on South Street in Hearing Room 241 at 7:30 - 8:00 P.M. Thank you very much. Sincerely, David D. Coughanowr 03!'<7�'2008 TE:U 11: 57 FAX 5083627103 Barnstable CTY HealthLab --- Barnstable Health 12002/002 i CERTIFICATE OF ANALYSIS Page: 1 �.- ,; >.� Barnstable County Health Laboratory ;i Report Prepared For: Report Dated: 3/27/2008 E.F.Winslow Plumbing&Heating Order No.: G05-45513 8 Reardon Circle South Yarmouth, MA 02664 Labo atorx I(D 9: 0845513-01 Description: Water-Drinking Water e :ia!mple#: Sampling Location:,28_Fiel Rd W Bainsfable,MA' Collected: 3/25/1008 Colhcted by: G.Raymond Received: 3/25/2008 2'�w J'ara'i'82erers 111"FAVI RESULT UNITS RL MCL Method# Ar..alyst Tested Note 1"ann in& :Li€min ND mg/L 0.10 SM 5550B yn 3/26/2008 f > E N'ater sample meets the recommended limits for drinking water of all the above tested parameters. Approved By- (Lab rector)) i r r i� ;r f 1 ' i t i i 7 1 s I i t i C i . . I 1 -d -14D=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level f Superior Court House PO.Box 427 Barnstable MA 02630 Ph: 503-375-6605 'a - �,/`27/2008 TF.;U 11: 57 FAX 5083627103 Barnstable CTY HealthLab --a Barnstable: Health 0001/002 `;`��.�:� CERTIFICATE OF ANALYSIS Page: 1 Barnstable County Health Laboratory ,•1 Report Prepared For: Report Dated: 3l27l2008 E.F. Winslow Plumbing&Heating Order No.: (IO845513 8 Reardon Circle South Yarmouth, MA 02664 )',Fjao at©ry 10#: 0845513-01 Description: Water-Drinking Water £Sample n: Sampling Location: 28 Field Stone Rd.W.Barnstable,MA Collected: 3/25l2008 ! Coll,;:cted by: G.Raymond Received: 3/25/2008 i i 6 I f -I_SEI vI _ RESULT UNITS RL MCL Method 4 Tested 1vMan sanest 0.26 mg/L 0.01 SM 311 IB 3/25/2008 lil:l 7.2 P H-units 0 SM 4500 H•;3 3l25/2008 1 P,'ater sample meets the recommended limits for drinking water of all the above tested parameters. F _ ._ . ....... .....--APProved .._... _.._ ......._ .... ---- I i y (Lab irector) ` 4 y_ - F F 3 j r C {{ 1 4 j }t} (t f i L i S A - t ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level 2 Barnstable MA 02630 Ph: 508-375-6605 Superior Court House, PO.Box 4 7 , P > t --- --- ._._......_. •. ...---------- r��°e�Asjl CERTIFICATE OF ANALYSIS Page: 1 J �7; ` I "' Barnstable County Health Laboratory Report Prepared For: Report Dated: 3/27/2008 E.F. Winslow Plumbing&Heating Order No.: G0845513 8 Reardon Circle South Yarmouth, MA 02664 Laboratory ID#: 0845513-01 Description: Water-Drinking Water Sample#: Sampling Location~28 Field Stone-Rd..W.Barnstable,MA Collected: 3/25/2008 Collected by: G.Raymond Received: 3/25/2008 Test Parameters ITEM RESULT UNITS RL MCL Method# Analyst Tested Note Tannin&Lignin ND mg/L 0.10 SM 5550B yn 3/26/2008 7Watersample_nteets the recommended llmlts for drinking water-of all the above-tested pavan Approved By (Lab rector)i Ca C ` C/3 ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 i f� pF p� S� CERTIFICATE OF ANALYSIS Page: 1 Barnstable County Health Laboratory � �cs3v�ti� Report Prepared For: Report Dated: 3/27/2008 E.F.Winslow Plumbing&Heating Order No.: G0845513 8 Reardon Circle South Yarmouth, MA 02664 I Laboratory ID#: 0845513-01 Description: Water-Drinking Water Sample#: Sampling Location: 28 Field Stone Rd.W.Barnstable,MA Collected: 3/25/2008 Collected by: G.Raymond Received: 3/25/2008 I � i Test Parameters ITEM RESULT UNITS RL MCL Method# Tested �- 0.01 SM 3111 B 3/25/2008 Manganese 0.26 m j pH-units 0 SM 4500 H-B 3/25/2008 pH 7.2 Water sample meets the recommended limits for drinking water of all the above tested parameters. .Approved B '---- - -—-- — ---- (Lab irector) ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 " I ' CERTIFICATE OF ANALYSIS Page: 1 Barnstable County Health Laboratory 'sreH; ' Report Prepared For: Report Dated: 12/7/2007 E.F. Winslow Plumbing&Heating Order NO.: G0744320 8 Reardon Circle South Yarmouth, MA 02664 Laboratory ID#: 0744320-01 Description: Water-Drinking Water Sample#: Sampling Location: 28 Fieldstone Rd.W.Barnstable,MA Collected: 11/30/2007 Collected by: J.Clark Received: 11/30/2007 Test Parameters ITEM RESULT UNITS RL MCL Method# Tested Hardness 25 mg/L as CaCO 0.1 SM 2340B 12/7/2007 Iron 0.49 mg/L 0.1 0.30 SM 3111 B 12/5/2007 I Manganese 0.26 mg/L 0.01 SM 3111 B 12/5/2007 Sodium 9.0 mg/L 1 20 SM 311113 12/5/2007 p14 6.4 pH-units 0 SM 4500 H-B 11/30/2007 Based on the results of the parameters tested,the water is suitable for drinking,but may present aesthetic problems(taste,odor, staining)due to Iron. Approved By: ---- --- -- - (Lab ector) cm v! ♦: Z, Ixffl (f) 15. CO ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph:508-375-6605 >Y°F"A ` .` CERTIFICATE OF ANALYSIS Page: 1 rO .. Barnstable County Health Laboratory Report Prepared For: Report Dated: 12/7/2007 E.F. Winslow Plumbing&Heating Order No.: G0744320 8 Reardon Circle South Yarmouth, MA 02664 Laboratory ID#: 0744320-01 Description: Water-Drinking Water Sample#: Sampling Location: 28 Fieldstone Rd.W.Barnstable,MA Collected: 11/30/2007 Collected by: J.Clark Received: 11/30/2007 Test Parameters ITEM RESULT UNITS RL MCL Method# Analyst Tested Note Tannin&Lignin ND mg/L 0.10 SM 5550B yn 11/30/2007 Based on the results of the par anzeters tested,the water is suitable for drinking,but may present aesthetic problems(taste,odor, staining)due to Iron. Approved By. (La irector)i ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 till STANDARD LEGEND DKIANXISTREES WROFISIM i lia, EM OF WATER offirm f, OF OWES NAFERV LINES UMBER W...-NOUSE NUMBER 2FWCWMRUNE IOFMWMRUKE SMIE WALL FENCE REFINKING WALLDAMOVACKS �� `' ► ' TEMONE NU AZEMnMNUNW SITE MAP SCALE:;n feet I INCH 100 FEET . 1 1 �� ► � �� ,� PLAN REFERENCE ZONING REQUIREMENTS VARIANCES REQUESTED PLAN BOOK 413 PAGE 99 ZONE: RF LOCAL ft g M ASSESSOR'S MAP I I I FRONT SETBACK: 30 fi REG 121 150 ft SETBACK TO WELL REQUIRED Ro wry Q LOT 53 SIDE SETBACK: 15 ft REAR SETBACK: 15 ft PITS A) 116 ft TO LOCUS WELL A 9M B) 101 f t TO ABUTTOR WELL B (UPGRADIENT) J ES M�RG'�RE C) 136 ft TO ABUTTOR WELL C ` LOCus �z T EMERY y�0�� go \y 1 BARNSTABLE. MA - LOCUS MAP j /0 NOT TO SCALE DESIGNING ENG EER MUST SUPERVISE INSTALLATION AN CERTIFY IN WRITING CONTOURS (!� Y WELL C THE SYSTEM WAS STALLED IN, STRICT z m r Cv P ACCORDANCE TOP EXISTING - - - - - - - 50 = w w o t1 '� ;ELEPHO E PROPOSED 52 N i 1 > i LINE Q � N WELL D Q ', W JC� "' Lu Z 72 72 .,\ y j H OF w x 74 M< ^ ti� 76 8 so \" Ad ROBERT q�yN ►T o A. r �U 82 0 BRAAAAN 0 O 74 PR Ts® 84 No. 8942 ti w Q co O ^ DO p 3 ss 88 �q,��G/STER�d 0� ''J ^ U R F W n ^. a .a W �� 9294 S \J > ' �' 96 O LL76 '` 22 ft Wo TES PR I � / 98 DRAIN ai e y , TIC T / ,o JO ESON AROL m EST � DAVID s�9�� I T PR Z o eO / �T 7 �,�= , ot� N t / # � s RESERVE / AREA - 35.627 sf C) LU ^ AREA 82 CC l/! S�CITAR� I r' 125 x 4 f ft/ R Z Y i z BENCH : MARK $ / LE r�r ON 8A L � � TARA M J TOP OF CONC BOUND SHAI�ION 8Z95PR osE 219.49 ft !O° LEACH 0 LL ELEVATION . ASSU .- ?� 94 96 >�T (D SITE � SEWAGE DISPOSAL SYSTEM PLAN a c USGS DATlJI1 ASSUhED L 98 I' O 0- ` PTU r 9O 92 -TO SERVE PROPOSED DWELLING o 1. �`, a- MR. RALPH SISK � O Q WELL B � B�j1R�BARA� # 48 PLAN FEEWN LOT 53 FELDSTONE DRIVE, BARNSTABLE, MA LL `+O ECO-TECH ENVIRONMENTAL IL I o n SCALE.- 0 $ w li 4 43 TRIANGLE CIRCLE SANDWICH MA 02563 ^ 4' DESIGNING ENGINEERMd1STSUPERVISE ETE - 373 9/2/97 vC 1/2 (sec( S � 1Z ITHE NSTALLATION AND CERTIFY IN WRITING THIS PLAN IS TO BE CONSDERED A DRAFT PLAN UNLER ACCORDANCE TEM o IN3TA D STRICT GARS TW STAMP AND SIGNATURE OF THE DESIGN I s LAN. ORIGWIIN. PLANS NTENDED FOR SIJBMNTTAL TO THE BOARD OF HEALTH WILL BE S0ED N BLUE AND STAMPED N RED SOIL TEST LOG : DESIGN CALCULATIONS DATE OF TEST: AUGUST 13. 1997 DESIGN FLOW: 3 BEDROOMS X 110 GPD - 330 GPD SOIL EVALUATOR: DAVID D. COUGHANOWR WITNESSED BY: JERRY DUNNING. HEALTH AGENT SEPTIC TANK: 330 GPD X 2 DAYS - 660 GALLONS TEST PIT I NO GROUNDWATER ENCOUNTERED INSTALL 1500 GALLON SEPTIC TANK (MINIMUM ALLOWED) PARENT MATERIAL: PROGLACIAL OUTWASH DISTRIBUTION BOX: USE 3 OUTLET D-BOX ELEVATION - 76.5 +- LESS THAN 2 MIN/INCH IN C SOILS SOIL ABSORBTION SYSTEM: A 24 ft x 12.5 ft x 2 ft LEACHING GALLERY CAN LEACH Abot - ( 24 x 12.5 ) - 300 sf DEPTH SOL USDA SOIL SOIL COLOR SOL OTHER A s d w - ( 24 + 24 + 12.5 + 12.5 ) x 2 - 14 6.0 s f (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING A t o t - 446 s f 073 0 LOAM 7.5 YR 3/4 NONE :FRIABLE Vt 0.74 x 446 - 330.04 GPD 3-4 E LOAMY 10 YR 3/1 NONE FRIABLE USE A 24 ft x 12.5 ft x 2 ft GALLERY. Vt - 330.4 GPD > 330 GPD REQUIRED SAND 4-11 A LOAMY 10 YR 5/6 NONE FRIABLE SAND N O T E S II-38 B LOAMY 10 YR 6/6 NONE � LOOSE SAND 38-64 CI MEDIUM 2.5 Y 6/4 NONE LOOSE. 35% SAND STONES 1) GARBAGE GRINDER NOT ALLOWED WITH THIS DESIGN e64-120 C2 MEDIUM 2.5 Y 6/4 NONE LOOSE 2) ALL LINES TO BE SCH 40 PVC AND PITCH AT 1/8 INCH PER FOOT MINIMUM. SAND 31 ALL COMPONENTS INSTALLED SHALL MEET THE MINIMUM REQUIREMENTS OF MASSACHUSETTS TITLE 5 SEPTIC CODE (310 CMR 15) 4). INSTALLER TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES BEFORE EXCAVATING FOR SYSTEM. ECO-TECH RECOMMENDS THAT GAS TEST PIT 2 NO GROUNDWATER ENCOUNTERED SUPPLY BE SHUT OFF AT GATE PRIOR TO ANY EXCAVATION. PARENT MATERIAL: PROGLACIAL OUTWASH 5) INSTALLER TO OBTAIN DISPOSAL WORKS PERMIT BEFORE STARTING WORK. ELEVATION - 78.0+- PERC AT 72 in : LESS THAN 2 MIN/INCH IN C SOILS 6) ALL STONE TO BE DOUBLE WASHED AND FREE OF IRON. FINES AND DUST IN PLACE 711 LINES EXITING D-BOX TO RUN LEVEL FOR 2•-0' BEFORE PITCHING DOWN DEPTH SOL US[__i OIL SOIL COLOR SOS OTHER 8) ECO-TECH ENVIRONMENTAL RECOMMENDS THE INSTALLATION OF LOW FLOW FIXTURES (INCHES) HORIZON. TEXTURE (MUNSELL) MOTTLING AND APPLIANCES. AND BIANNUAL PUMPING OF THE SEPTIC TANK ., 1' I 9) SYSTEM IS NOT :DESIGNED TO WITHSTAND VEHICULAR LOADING. DO NOT 0-4 �`O- LOAM 7.5 YR 3/2 NONE FRIABLE PARK OR DRIVE VEHICLES OVER SEPTIC SYSTEM. 4-5 ,E-= ;,y;: ,�L�OAMY 10 YR 4/1 NONE FRIABLE 10) SOIL AND GROUNDWATER CONDITINS ARE ASSUMED TO BE CONSISTENT THROUGHOUT SAND AREA PROPOSED FOR SOIL ABSORPTION SYSTEM. SYSTEM DESIGNED ON THE BASIS 5-II A LOAMY 10 YR 5/6 NONE �RIABLE OF DEPTH ATTAINED ON TEST PIT I SAND 11-44 B LOAMY 10 YR 6/6 NONE LOOSE SAND 44-70 cl MEDIUM 2.5 Y 6/4 NONE LOOSE. 3 0 Y. LEACHING GALLERY SAND STONES CONSTRUCTION DETAIL SITE � SEWAGE DISPOSAL SYSTEM PLAN 70-132 C2 MEDIUM 2.5 Y 6/4 NONE LOOSE `E aCHOM�w�r 3`7 SAND 2 �� EFF. NTH -TO SERVE PROPOSED DWELLING 2, to 's o MR. RALPH SISK SITE MAP OBTAINED FROM BARNSTABLE GIS OFFICE INDICATES GRONDWATER N LOT" 7 FIELDSTONE DRIVE. BARNSTABLE. MA y v;.-Q- S,TS�,tt€ — O s--q qrlg+ Al q��kt f"_1 L a.s' ECO-TECH ENVIRONMENTAL + -iQ Cr�"° �' -- �� �� 43 TRIANGLE CIRCLE SANDWICH MA 02563 ETE - 373 1 9/2/97 2/2 a PLAN REFERENCE ZONING RE.04<I)REMENTS C VARIANCES REQUES_T h-., PLAN BOOK 413 PAGE 99 ZONE: RF LOCAL ASSESSOR'S MAP I I I FRONT SETBACK: 30 ft REG 12) 150 ft SETBACK TO WELL REOUIRED Roo�uvey Q N LOT 53 SIDE SETBACK: 15 ft LEACH REAR SETBACK: 15 ft P1T A) 116 ft TO LOCUS WELL A o st B) 101 f t TO ABUTTOR WELL B (UPGRADIENT) ✓,?MES M�gRG C) 136 ft TO ABUTTOR WELL C �v LOCUMS �b z ABET EMERY x. 5 -o BARMTABLE. MA LOCUS MAP �h I /0 NOT TO SCALE CONTOURS WELL C i. z � co �i00 EXISTING - - - - - - - 50 N = W w o `� PROPOSED PROPOSED 52 J > = L E WN WELL D o Q W < Z Q �9a J 0 LU w \ 6:,r, . �ZN pF Mqs = C) M< 72 0h / 72 74 T �� ROBERT ry 76 s � � / � �,��• � e�o �, � 6RAMAN A. Q t 82 Na. 8942 J Q tr O 74 / ® 84 TE 86 O� w tZ-1 ' aw �� � __ �9294 Q +r 96 U 761 J/ 2Z'\ ft W .9 V) TES PFT I /f / 98 P���OFMgSS9 Q 7e �; s DAVI DRAW zsi e L JO EPH � CAROL TIC T UG IR TEST PR 28O / —� 1 u NpERSON o0 9 # 1093 a �' o N / LOT 7 RESERVE / W AREA „/ AREA - 35.627 sf SITAR 82 3 Z Y 125 x 4 f ft/, z < BENCH MARK $ LE o�T ON 9A L TARA H J TOP OF CONC BOUND 100 SHA"N O 0 LL U ELEVATION _ 829s •_ ' PR o 94 P,T SITE SEWAGE DISPOSAL SYSTEM PLAN a � USGS DATlA�1 ASSIA"ED � — � � Ioo 119.49 ft LEACH o I�� � '' P� 90 92 �c -TO SERVE PROPOSED DWELLING Lu ' �`` MR. RALPH SISK 0 o 12 WELL B� SMOARA # 48 LOT 53 FELDSTONE DRIVE, BARNSTABLE, MA PLAN LEACHLL - LLL , SCALE-l in • 40 ft PT(D ECO-TECH ENVIRONMENTAL 0 a- w Q 43 TRIANGLE CIRCLE SANDWICH MA 02563 �- ETE - 373 9/2/97 1/2 THS PLAN IS TO BE CONSIDERED A DRAFT PLAN UNLESS IT BEARS THE STAMP AND SIGNATURE OF THE DESIGN RK4UR ORIGINAL PLANS WENDED FOR SUBMriTAL TO THE BOARD OF HEALTH HILL BE SKIED N BLUE AND STAMPED N RED i SOIL TEST LO-G -3 ' DESIGN CALCULATIONS, DATE OF TEST: AUGUST 13. 1997 DESIGN FLOW: 3 BEDROOMS X 110 GPD - 330 GPD SOIL EVALUATOR: DAVID D. COUGHANOWR WITNESSED. BY: JERRY DUNNING. HEALTH AGENT SEPTIC TANK: 330 GPD X 2 DAYS - 660 GALLONS TEST PIT I NO GROUNDWATER ENCOUNTERED INSTALL 1500 GALLON SEPTIC TANK (MINIMUM ALLOWED) PARENT MATERIAL: PROGLACIAL OUTWASH DISTRIBUTION BOX: USE 3 OUTLET D-BOX ELEVATION - 76.5 *- LESS THAN 2 MIN/INCH IN C SOILS SOIL ABSORBTION SYSTEM: A 24 ft x 12.5 ft x 2 ft LEACHING GALLERY CAN LEACH Abot - ( 24 x 12.5 ) - 300 sf DEPTH SOL USDA SOIL SOIL COLOR SOIL OTHER A s d w - ( 24 + 24 12.5 4 12.5 ) x 2 - 14 6.0 s f (INCHES) HORIZON TEXTURE (MUNSELL.) MOTTLING A t o t - 446 s f 0-3 O LOAM 7.5 YR 3/4 NONE FRIABLE Vt 0.74 x 446 - 330.04 GPD 3-4 E LOAMY 10 YR 3/1 NONE FRIABLE USE A 24 ft x 12.5 ft x 2 ft GALLERY. Vt - 330.4 GPD > 330 GPD REQUIRED SAND 4-II A LOAMY 10 YR 5/6 NONE FRIABLE SAND NOTES 11-38 B LOAMY ID YR 6/6 NONE � LOOSE SAND 38-64 CI MEDIUM 2.5 Y 6/4 NONE LOOSE. 35% SAND STONES I) GARBAGE GRINDER NOT ALLOWED WITH THIS DESIGN 64-120 C2 MEDIUM 2.5 Y 6/4 NONE LOOSE 2) ALL LINES TO BE SCH 40 PVC AND PITCH AT 1/8 INCH PER FOOT MINIMUM. SAND 4'.) ALL COMPONENTS INSTALLED SHALL MEET THE MINIMUM REQUIREMENTS Ijt OF MASSACHUSETTS TITLE 5 SEPTIC CODE (310 CMR 15) ,,, , :.► 4) INSTALLER TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES BEFORE EXCAVATING FOR SYSTEM. ECO-TECH RECOMMENDS THAT GAS TEST PIT 2 NO MATERIAL:GROUNDWATER ENCOUNTERED SUPPLY BE SHUT OFF AT GATE PRIOR TO ANY EXCAVATION. PARENT 5) INSTALLER TO OBTAIN DISPOSAL WORKS PERMIT BEFORE STARTING WORK. ELEVATION - ,7t,0-- PERC AT 72 in : LESS THAN 2 MIN/INCH IN C SOILS • i,f - : 6) ALL STONE TO BE DOUBLE WASHED AND FREE OF IRON. FINES AND DUST IN PLACE 7) LINES EXITING D-BOX TO RUN LEVEL FOR 2'-0" BEFORE PITCHING DOWN DEPTH' ' SOIL' ,= - iUSDA SOIL SOIL COLOR SOIL OTHER 8) ECO-TECH ENVIRONMENTAL RECOMMENDS THE INSTALLATION OF LOW FLOW FIXTURES (INCHES)' HORIZON -TEXTURE (MUNSELL) MOTTLING AND APPLIANCES. AND BIANNUAL PUMPING OF THE SEPTIC TANK 0-4 TM OsY LOAM 7.5 YR 3/2 NONE FRIABLE 9) SYSTEM IS NOT DESIGNED TO WITHSTAND VEHICULAR LOADING. DO NOT { •p PARK OR DRIVE VEHICLES OVER SEPTIC SYSTEM. 4-5 E LOAMY 10 YR 4/I NONE FRIABLE 10) SOIL AND GROUNDWATER CONDITINS ARE ASSUMED TO BE CONSISTENT THROUGHOUT SAND AREA PROPOSED FOR SOIL ABSORPTION SYSTEM. SYSTEM DESIGNED ON THE BASIS 5-11 A LOAMY 10 YR 5/6 NONE FRIABLE OF DEPTH ATTAINED ON TEST PIT I SAND II-44 B LOAMY 10 YR 6/6 NONE LOOSE SAND 44-70 CI MEDIUM 2.5 Y 6/4 NONE LOOSE. 30i LEACHING GALLERY SAND STONES CONSTRUCTION DETAIL SITE & SEWAGE DISPOSAL SYSTEM PLAN 70-132 C2 MEDIUM 2.5 Y 6/4 NONE LOOSE LEaC14NO�VN1� 9 ft yT� SAND z f. EFF. DEPT24 .H7- —TO SERVE PROPOSED DWELLING s MR. RALPH SISK ow SITE MAP OBTAINED FROM BARNSTABLE GIS OFFICE INDICATES GRONDWATER W LOT 7 FIELDSTONE DRIVE. BARNSTABLE. MA 0 ECO-TECH ENVIRONMENTAL a.s• �� to 43 TRIANGLE CIRCLE SANDWICH MA 02563 ETE - 373 9/2/97 2/2 PLAN REFERENCE ZONING REQUIREMENTS VARIANCES REQUESTED PLAN BOOK 413 PAGE 99 ZONE: RF LOCAL ASSESSOR'S MAP I I I FRONT SETBACK: 30 fi REG 12) 150 fi SETBACK TO WELL REQUIRED -OLD wry LOT 53 SIDE SETBACK: 15 fi REAR SETBACK: 15 fi PIT A) 116 fi TO LOCUS WELL A B) 101 f t TO ABUTTOR WELL B (UPGRADIENT) / J'�MES cS ,y�RGARE C) 136 fi TO ABUTTOR WELL C �� LocUs j z T EMERY � 0g �o BARNSTABLE. MA - � LOCUS MAP /O NOT TO SCALE CONTOURS W y WELL C v J� z PHONE� m EXISTING - - - - - - - 50 Ox = LiJ w o tO TELEPHONE POSDPROPOSED 52 U _I > _ UE J WELL D W Z L1J W N OJ'/ �p ?. V w a� r� W x � 72 Ah 72 74 �- Q ;')< ill j 8 80 O a� O 74 PROPOS® 82 �- J ,r. ATER 84 e Q t�0 ` c 86 wLL "^ a OJ �� A_--- 909294 I O 11 /� 96 U O W 76 Q TB rrT I 78 ` DRAIN zsi e ,n°D T�T H CAROL oViN of Azq TIM rT I ERSON O 0 D o N RESERVE /LO D REA 35.627 sf UGREA Ss9 y e2 Z Y , LE LE-x 4 r {t s4AIlTAQ\P HI z-- BENCH MARK oo LE rT TARA M TOP OF CONC BOUND !00 SHANNON O 3 Q ELEVATION - 8295 -1 , `�� °A ' "�S""E° ?� -94 � 2�.49 rt FAQ SITE SEWAGE DISPOSAL SYSTEM PLAN z n � PPAD 9O 92 `�,�^� -TO SERVE PROPOSED DWELLING a-- o ~ , � � " MR. RALPH SISK o $ Q B r wA # 48 LOT 53 FIELDSTONE DRIVE, BARNSTABLE, MA u- o SCALE: I n . 40 I Vf, `" ECO-TECH ENVIRONMENTAL O Ed4 + 43 TRIANGLE CIRCLE SANDWICH MA 02563 0 ~ ETE - 373 1 9/2/97 1 Re v ( 1/2 TM PLAN IS TO BE CONSIDERED A DRAFT PLAN UNLESS IT LL BEARS THE STAMP AND WONATURE OF THE DESIGN ENGNEER ORIGNAL PLANS HTENDED FOR SUBMITTAL TO THE BOARD OF HEALTH WILL BE SKNED N BLUE AND STAMPED N RED- 4 r • u t a' SOIL TEST LOG DESIGN CALCULATIONS . DATE OF TEST: AUGUST 13. 1997 DESIGN FLOW: 3 BEDROOMS X 110 GPD - 330 GPD SOIL EVALUATOR: DAVID D. COUGHANOWR WITNESSED BY: JERRY DUNNING. HEALTH AGENT SEPTIC TANK: 330 GPD X 2 DAYS - 660 GALLONS TEST PIT I NO GROUNDWATER ENCOUNTERED INSTALL 1500 GALLON SEPTIC TANK (MINIMUM ALLOWED) PARENT MATERIAL: PROGLACIAL OUTWASH DISTRIBUTION BOX: USE 3 OUTLET D-BOX ELEVATION - 76.5 +- LESS THAN 2 MIN/INCH IN C SOILS SOIL ABSORBTION SYSTEM: A 24 ft x 12.5 ft x 2 ft LEACHING GALLERY CAN LEACH .Abot - ( 24 x 12.5 ) - 300 sf DEPTH SOIL USDA SOIL SOIL COLOR SOS. OTHER A s d w - ( 2 4 + 2 4 + 12.5 + 12.5 ) x 2 - 146.0 s f (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING A t o t - 446 s f 0-3 0 LOAM 7.5 YR 3/4 NONE ; FRIABLE Vt 0.74 x 446 - 330.04 GPD 3-4 E LOAMY 10 YR 3/1 NONE FRIABLE USE A 24 ft x 12.5 ft x 2 ft GALLERY. Vt - 330.4 GPD > 330 GPD REOUIRED SAND 4-II A LOAMY 10 YR 5/6 NONE FRIABLE SAND NOTES 11-38 B LOAMY 10 YR 6/6 NONE LOOSE SAND 38-64 CI MEDIUM 2.5 Y 6/4 NONE LOOSE. 35% SAND STONES 1) GARBAGE GRINDER NOT ALLOWED WITH THIS DESIGN 64-120 C2 MEDIUM 2.5 Y 6/4 NONE LOOSE 2) ALL LINES TO BE SCH 40 PVC AND PITCH AT 1/8 INCH PER FOOT MINIMUM. SAND 3) ALL COMPONENTS INSTALLED SHALL MEET THE MINIMUM REQUIREMENTS OF MASSACHUSETTS TITLE 5 SEPTIC CODE (310 CMR 15) 4) INSTALLER TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES BEFORE EXCAVATING FOR SYSTEM. ECO-TECH RECOMMENDS THAT GAS TEST PIT 2 NO GROUNDWATER ENCOUNTERED SUPPLY BE SHUT OFF AT GATE PRIOR TO ANY EXCAVATION. PARENT MATERIAL: PROGLACIAL OUTWASH . 5) INSTALLER TO OBTAIN DISPOSAL WORKS PERMIT BEFORE STARTING WORK. ELEVATION - 78.0+- PERC AT 72 in : LESS THAN 2 MIN/INCH IN C SOILS 6) ALL STONE TO BE DOUBLE WASHED AND FREE OF IRON, FINES AND DUST IN PLACE , 7) LINES EXITING D-BOX TO RUN LEVEL FOR 2'-0- BEFORE PITCHING DOWN DEPTH SOIL'.:-" USDA SOL SOIL COLOR SOL OTHER 8) ECO-TECH ENVIRONMENTAL RECOMMENDS THE INSTALLATION OF LOW FLOW FIXTURES (INCHES) .HORIZON TEXTURE (MUNSELL) MOTTLING AND APPLIANCES. AND BIANNUAL PUMPING OF THE SEPTIC TANK 9) SYSTEM IS NOT DESIGNED TO WITHSTAND VEHICULAR LOADING. DO NOT 0-4 0 : T' LOAM 7.5 YR 3/2 NONE FR*JABLE PARK OR DRIVE VEHICLES OVER SEPTIC SYSTEM. 4-5L E LOA°.MY 10 YR 4/1 NONE FRIABLE 10) SOIL AND GROUNDWATER CONDITINS ARE ASSUMED TO BE CONSISTENT THROUGHOUT AREA PROPOSED FOR SOIL ABSORPTION SYSTEM. SYSTEM DESIGNED ON THE BASIS 5-11 A- =_ L'O-AMY 10 YR 5/6 NONE FRIABLE OF DEPTH ATTAINED ON TEST PIT I SAND II-44 B LOAMY 10 YR 6/6 NONE LOOSE SAND 44-70 CI MEDIUM 2.5 Y 6/4 NONE LOOSE. 30i LEACHING GALLERY SAND STONES CONSTRUCTION DETAIL 70-132 C2 MEDIUM 2.5 Y 6/4 NONE LOOSE LEAaC�HMd UFNIT..9 STOPS SITE & SEWAGE DISPOSAL SYSTEM PLAN SAND 2 t. EFF.-10xDEPTH —TO SERVE PROPOSED DWELLING 2, to 7 's MR. RALPH SISK o SITE MAP OBTAINED FROM BARNSTABLE GIS OFFICE INDICATES GRONDWATER LOT 7 FIELDSTONE DRIVE. BARNSTABLE. MA - o ECO-TECH ENVIRONMENTAL 8.5' 24 to 43 TRIANGLE CIRCLE SANDWICH MA 02563 ETE - 373 9/2/97 2/2 PLAN REFERENCE ZONING REQUIREMENTS VARIANCES REQUESTED PLAN BOOK 413 PAGE 99 ZONE: RF LOCAL ASSESSOR'S MAP I I I FRONT SETBACK: 30 f t _ P/ Ace REG 12) 150 f t SETBACK TO WELL REOUIRED �° ?y M LOT 53 SIDE SETBACK: 15 ftv REAR SETBACK: 15 ft A) 103 ft TO LOCUS WELL A 6) 117 ft TO ABUTTOR WELL B C) 121 ft TO ABUTTOR WELL C 'v D) 137 ft TO ABUTTOR WELL D < LOcus �Q' BARNSTABLE. MA /O LOCUS MAP NOT TO SCALE Y / / ' P WELL C `''�MEs s M,q CONTOURS .J\ Z m X P oA® PROPOSED FRET EMERY EXISTING - - - - - - - 50 �, 2 PROPOSED 52 U J w WELL D Q "z- bo f, �- PROPOSEDL W WATER ?q v (91 S \ 9 / 72 O w O 74 y 76 J W Q �.o / 78 BO Q a 10 ^ 82 84 w> J 6 3is. 86 f? �- o LL UD � c TES orr i / W• � / � •se Q(0 DMIN s v j0SEPH 6 CAROL TE 30 PT T —� a HEWERSON r �£a 2 r, LOT 7 x x 1 y� G 2 AREA - 35.627 sf +- n ) N IIu /LL ON SA L O 72 AREA Z Y BE CH MAR $ PROP Z ToTARA M mom swo O USGS DA ONC 2 74 '� u+E F 2jg 49 ft 90 4LEACH SHANNON O O < ~ ,?6 86 88 90 O Z o LL o If. 76 ' AD Bo 62 SITE & SEWAGE DISPOSAL SYSTEM PLAN n -TO SERVE PROPOSED DWELLING n � �' . � � "E" B �'�� # 48 MR. RALPH SISK Q PLAN SCALE' I n - 40 ft LEACH LOT 53 FELDSTONE DRIVE. BARNSTABLE, MA ECHO-TECH ENVIRONMENTAL O $ d' Q 43 TRIANGLE CIRCLE SANDWICH MA 02563 ETE - 373 1 9/2/97 1 1 1/2 H THIS PLAN IS TO BE CONSIDERED A DRAFT PLAN UNLESS IT BEARS THE STAMP AND SIGNATURE OF THE DESIGN ENGINEER ORIGINAL PLANS INTENDED FOR SUBMITTAL TO THE BOARD OF HEALTH WILL BE SIGNED N BLUE AND STAMPED N RED. ". u. SOIL TEST LOG DATE OF TEST: AUGUST 13. 1997 [DESIGN CALCULATIONS SOIL EVALUATOR: DAVID D. COUGHANOWR WITNESSED BY: JERRY DUNNING. HEALTH AGENT DESIGN FLOW: 3 BEDROOMS X 110 GPD - 330 GPD TEST PIT I NO GROUNDWATER ENCOUNTERED SEPTIC TANK: 330 GPD X 2 DAYS - 660 GALLONS PARENT MATERIAL. PROGLACIAL OUTWASH INSTALL 1500 GALLON SEPTIC TANK (MINIMUM ALLOWED) ELEVATION - 66.5 LESS THAN 2 MIN/INCH IN C SOILS DISTRIBUTION BOX: USE 3 OUTLET D-BOX DEPTH SOL USDA SOL SOL COLOR SOL OTHER SOIL ABSORBTION SYSTEM: A 24 ft x 12.5 ft x 2 ft LEACHING GSLLERY CAN LEACH (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING Abot - ( 24 x 12.5 ) - 300 sf Asdw - ( 24 + 24 + 12.5 + 12.5 ) x 2 - 146.0 sf 0-3 0 LOAM 7.5 YR 3/4 NONE FRIABLE Atot - 446 sf 3-4 E LOAMY 10 YR 3/1 NONE FRIABLE Vt 0.74 x 446 - 330.04 GPD SAND 4-II A LOAMY 10 YR 5/6 NONE FRIABLE USE A 24 ft x 12.5 ft x 2 ft GALLERY. Vt - 330.4 GPD > 330 GPD REQUIRED SAND 11-38 B LOAMY 10 YR 6/6 NONE LOOSE SAND NOTES 38-64 CI MEDIUM 2.5 Y 6/4 NONE LOOSE. 35% SAND STONES 64-120 C2 MEDIUM 2.5 Y 6/4 NONE LOOSE 1) GARBAGE GRINDER NOT ALLOWED WITH THIS DESIGN SAND 2) ALL LINES TO BE SCH 40 PVC AND PITCH AT 1/8 INCH PER FOOT MINIMUM. 3) ALL COMPONENTS INSTALLED SHALL MEET THE MINIMUM REQUIREMENTS OF MASSACHUSETTS TITLE 5 SEPTIC CODE (310 CMR 15) NO GROUNDWATER ENCOUNTERED 4) INSTALLER TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES TEST PIT 2 PARENT MATERIAL: PROGLACIAL OUTWASH BEFORE EXCAVATING FOR SYSTEM. ECO-TECH RECOMMENDS THAT GAS ELEVATION - 68.0+- PERC AT 72 in : LESS THAN 2 MIN/INCH IN C SOILS SUPPLY BE SHUT OFF AT GATE PRIOR TO ANY EXCAVATION. 5) INSTALLER TO OBTAIN DISPOSAL WORKS PERMIT BEFORE STARTING WORK. 6) ALL STONE. TO BE DOUBLE WASHED AND FREE OF IRON, FINES AND DUST IN PLACE DEPTH SOL USDA SOL SOL COLOR SOL OTHER 7) I-INES EXITING D-BOX TO RUN LEVEL FOR 2'-0' BEFORE PITCHING DOWN (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING 8) ECO-TECH ENVIRONMENTAL RECOMMENDS THE INSTALLATION OF LOW FLOW FIXTURES 0-4 O LOAM 7.5 YR 3/2 NONE FRIABLE AND APPLIANCES. AND BIANNUAL PUMPING OF THE SEPTIC TANK 4-5 E LOAMY 10 YR 4/1 NONE FRIABLE 9) SYSTEM IS NOT DESIGNED TO WITHSTAND VEHICULAR LOADING. DO NOT SAND PARK OR DRIVE VEHICLES OVER SEPTIC SYSTEM. 5-11 A LOAMY 10 YR 5/6 NONE FRIABLE SAND II-44 B LOAMY 10 YR 6/6 NONE LOOSE SAND 44-70 Cl MEDIUM 2.5 Y 6/4 NONE LOOSE. 30i LEACHING GALLERY 70-132 C2I SAND MEDIUM 2.5 Y 6/4 NONE LOOSENES CONSTRUCTION VNITION DETAIL SITE & SEWAGE DISPOSAL SYSTEM PLAN SAND ._s. .-w-. �_9 STONE z « EFF. DEPTH -TO SERVE PROPOSED DWELLING 2+ h MR. RALPH SISK N7 q LOT 7 FIELDSTONE DRIVE. BARNSTABLE. MA O es s ECO-TECH ENVIRONMENTAL �, �o� 43 TRIANGLE CIRCLE SANDWICH MA 02563 ETE - 373 1 9/2/97 1272 I / 1 I O a ���n Nd�d Sb # vwwvg � , adMM 4Vd � I b8 Zg O8 A9 ✓ OI 88 99.00 034 wuva MOMI ICJ ? H 6b' � `�A.- A3sn A3 d �a 3313 b "011 ONO3 30 1 o e a doaa oo. >NyW 0 V38V �V 33S) }s LZ9'Sf - V38V } x b x j 1 L 10�/ _ s N0sa3aEi �, 1 -10dvD Y ►-Id3S I / \ Yl of m 98 o a MOs oz o \ \ 9L Oz99 \ Z 99 � I z9 z9 ®SOddow woy:1 y oa =� O a 713M ► I I I „ 3rro odoa o3S o I t / Id PLAN REFERENCE ZONING REQUIREMENTS VARIANCES REQUESTED PLAN BOOK 413 PAGE 99 ZONE: RF LOCAL ASSESSOR'S MAP I I I FRONT SETBACK: 30 fi REG 12) 150 fi SETBACK TO WELL REQUIRED R c0�'rr N LOT 53 SIDE SETBACK: 15 fi LEACH ST REAR SETBACK: 15 fi PIT A) 116 fi TO LOCUS WELL A B) 101 f t TO ABUTTOR WELL B (UPGRADIENT) / ?' J�'MFS E C) 136 fi TO ABUTTOR WELL C w _JR r FME LOCUS z RY yim �o �y BARNSTABLE. MA LOCUS MAP /0 NOT TO SCALE CONTOURS WELL. C � J14 z � co P�x EXISTING - - - - - - - 50 = W w zo co TE�ONe PROPOSED 52 N U -J > _ LIE < � l< `` WELL D � oW N O Z J V '�' uJ x 72 h 72 74U N 76 �>j I/ ,� / so fi O J O 74 / s2 0 PROPos® � ,� r A1Bt 84 U1 LU LL 86 ' n '� o O & Al 9092 O �''�Y 94 LL U O 1 L 76 Qc0 Lai C TEs Prt76 98 DRAIN vn T T / JO EPH CAROL ��N OFqo OR — �sr PR zeO -� 1 w NpERSON C LOT 7 1, ��- SO on q N RESERVE ` G, COU HA . LUIq AREA REA - 35.627 sf 9 0 r r s2 123 x 4 f ft/ qc SAR P 16;1cl 7 Z Y HI I Z Oi Q _ BENCH MARK $ LE o� ON SAL — — TARA rt _J TOP OF CONC BOUND Moo SHA"N 39 O a of r<n U USGS DATUM ASSUMED -� PR o 2g.49 Ft LEACH LL -�6 —(.- 98 PIT Q SITE & SEWAGE DISPOSAL SYSTEM PLAN � ''' � ~ n LCL U �' PPLIT/ 90 92 94 -TO SERVE PROPOSED DWELLING �. F _ 01�; Q `NELLB � WRAC # 48 MR. RALPH SISK PLAN HiEWN LOT 53 FIELDSTONE DRIVE. BARNSTABLE. MA LL ^ LEACH ECO-TECH ENVIRONMENTAL o y scALe - 4o rr P,T O O o 43 TRIANGLE CIRCLE SANDWICH MA 02563 ETE - 373 9/2/97 fie✓ 1/2 I THIS PLAN IS TO BE CM DERED A DRAFT PLm UNLESS R LL BEARS THE STAMP AND SIGNATURE OF THE DESIGN ENGNFER ORIM& MANS NTENDED FOR SUBMTTAL TO THE BOARD OF HEALTH MILL BE SWED N BLUE AND STAMPED N RED. SOIL TEST LOG DESIGN CALCULATIONS, DATE OF TEST: AUGUST 13. 1997 DESIGN FLOW: 3 BEDROOMS X 110 GPD - 330 GPD SOIL EVALUATOR: DAVID D. COUGHANOWR WITNESSED BY: JERRY DUNNING. HEALTH AGENT SEPTIC TANK: 330 GPD X 2 DAYS - 660 GALLONS TEST PIT I NO GROUNDWATER ENCOUNTERED INSTALL 1500 GALLON SEPTIC TANK (MINIMUM ALLOWED) PARENT MATERIAL: PROGLACIAL OUTWASH DISTRIBUTION BOX: USE 3 OUTLET D-BOX ELEVATION - 76.5 +- LESS THAN 2 MIN/INCH IN C SOILS SOIL ABSORBTION SYSTEM: A 24 ft x 12.5 ft x 2 ft LEACHING GALLERY CAN LEACH Abot - ( 24 x 12.5 ) - 300 sf DEPTH SOL USDA SOIL SOIL COLOR SOIL OTHER A s d w - ( 24 + 24 + 12.5 + 12.5 ) x 2 - 146.0 s f (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING A t o t - 446 s f 0-3 0 LOAM 7.5 YR 3/4 NONE FRIABLE Vt 0.74 x 446 - 330.04 GPD 3-4 E LOAMY 10 YR 3/1 NONE FRIABLE USE A 24 ft x 12.5 ft x 2 ft GALLERY, Vt - 330.4 GPD > 330 GPD REQUIRED SAND 4-11 A LOAMY 10 YR 5/6 NONE FRIABLE SAND II-38 B LOAMY 10 YR 6/fi NONE LOOSE NOTES SAND 38-64 CI MEDIUM 2.5 Y 6/4 NONE LOOSE. 35% SAND STONES 1) GARBAGE GRINDER NOT ALLOWED WITH THIS DESIGN 64-120 C2 MEDIUM 2.5 Y 6/4 NONE LOOSE 2) ALL LINES TO BE SCH 40 PVC AND PITCH AT 1/8 INCH PER FOOT MINIMUM, SAND 3) ALL COMPONENTS INSTALLED SHALL MEET THE MINIMUM REQUIREMENTS OF MASSACHUSETTS TITLE 5 SEPTIC CODE (310 CMR 15) 4) INSTALLER TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES BEFORE EXCAVATING FOR SYSTEM. ECO-TECH RECOMMENDS THAT GAS TEST PIT 2 NO GROUNDDWATER ENCOUNTERED SUPPLY BE SHUT OFF AT GATE PRIOR TO ANY EXCAVATION. ELEVATION - 78.0-- PERC AT 72 in : LESS THAN 2 MIN/INCH IN C SOILSPARENT 5? INSTALLER TO OBTAIN DISPOSAL WORKS PERMIT BEFORE STARTING WORK. 6) ALL STONE TO BE DOUBLE WASHED AND FREE OF IRON, FINES AND DUST IN PLACE 7) LINES EXITING D-BOX TO RUN LEVEL FOR 2'-0" BEFORE PITCHING DOWN DEPTH . SOL--- 'USDA SOL SOIL COLOR SOIL OTHER 8) ECO-TECH ENVIRONMENTAL RECOMMENDS THE INSTALLATION OF LOW FLOW FIXTURES (INCHES) HORIZON TEX-TURE (MUNSELL) MOTTLING AND APPLIANCES. AND BIANNUAL PUMPING OF THE SEPTIC TANK • " ° 9) SYSTEM IS NOT DESIGNED TO WITHSTAND VEHICULAR LOADING, DO NOT 0-4 •, ',0 ` LOA`M 7.5 YR 3/2 NONE FRIABLE PARK OR DRIVE VEHICLES OVER SEPTIC SYSTEM. 4-5 E._ - .` "LOAMY 10 YR 4/I NONE FRIABLE 10) SOIL AND GROUNDWATER CONDITINS ARE ASSUMED TO BE CONSISTENT THROUGHOUT :•' : SAND t-� AREA PROPOSED FOR SOIL ABSORPTION SYSTEM. SYSTEM DESIGNED ON THE BASIS 5-11 A`>�;� rv` LOAMY 10 YR 5/6 NONE �RIABLE OF DEPTH ATTAINED ON TEST PIT I SAND II-44 B LOAMY 10 YR 6/6 NONE LOOSE SAND 44-70 CI MEDIUM 2.5 Y 6/4 NONE LOOSE. 30: LEACHING GALLERY SAND STONES CONSTRUCTION DETAIL 70-132 C2 MEDIUM 2.5 Y 6/4 NONE LOOSE LEbCsNi�Y9 ,To,,E SITE & SEWAGE DISPOSAL SYSTEM PLAN SAND z f. EFF. DEPTH -TO SERVE PROPOSED DWELLING 14 ft o MR. RALPH SISK SITE MAP OBTAINED FROM BARNSTABLE GIS OFFICE INDICATES GRONDWATER LOT 7 FIELDSTONE DRIVE. BARNSTABLE. MA - o ECO-TECH ENVIRONMENTAL e.s• - es• 24 ft 43 TRIANGLE CIRCLE SANDWICH MA 02563 ETE - 373 9/2/97 2/2 PLAN REFERENCE ZONING REQUIREMENTS . VARIANCES REQUESTED PLAN BOOK 413 PAGE 99 ZONE: RF FRONT SETBACK: 30 � �'` LOCAL f• REG 12) 150 ft SETBACK TO WELL REQUIRED R°car N SIDE -SETBACK: IS f t � REAR SETBACK: IS ft WELL C A) 103 ft TO LOCUS WELL A PHONE B) 117 ft TO ABUTTOR WELL B a0 C) 121 ft TO ABUTTOR WELL C c P OPOSED PROPOSED M WELL D) 137 ft TO ABUTTOR WELL D ocUB C ELL A \ LINE 5 My WELL D O goo Ro PROPOSED (r F M WELL BARNSTABLE. M WATER L LOCUS MAP I o 62 62 \ �� NOT TO SCALE Z 66 CONTOURS Z68 70 EXISTING - - - - - - - 5C w u� o 72 � PROPOSED J / s LU o <c o 76 Q a -78 80 F=- x< Q / R( I✓yy Y O �� �—�82 84 O� J 6 35.0ft 86 Li40 I ( / t mC4 -a TESTI PIT I 68 88 0 / / O u- - 25 a U O DRAIN TEST PIT 125 t x�4 X ft LOT 7 '^ �EACHNG AL R AREA 35.627 sf +- n (SEE DETAL N BA 1 Ln to 72 e RESERV Ln Lu- AREA _J Z Y BENCH MARK qo PROP/SED z O Z TOP OF CONC BOUNDLME TRIO z J ELEVATION - 72.95 +- . 9 a J USGS DATUM ASSUMED 4 -9 . 90 219.4 g ft Q ('� O .. `��i 84 86 88 1 o 78 8O 82 SITE & SEWAGE DISPOSAL SYSTEM PLAN' F Q w 76 UTILITY -TO SERVE EXISTING DWELLING �. jH of ass PLAN N g Q — MR. RALPH SISK ROBERT G�r - 30 ft o A. - 4 WELL B -A 9c LOT 53 FIELDSTONE DRIVE, BARNSTABLE, MA LL o " $ N DAVID M 4 , , o C AIOV,R ECO TECH ENVIRONMENTAL o �o l G/STER pP 9 0 43 TRIANGLE CIRCLE SANDWICH MA ~ .SUR`I�y ETE - 373 9/2/97 025632 r + THIS PLAN IS TO BE CONSIDERED A DRAFT PLAN UNLESS IT BEARS THE STAMP AND SIGNATURE OF TW DESIGN ENGNEER ORIGINAL PLANS INTENDED FOR SUBMITTAL TO THE BOARD OF HEALTH WILL BE SIGNED N BLUE AND STAMPED N RED. SOIL TEST LOG , z DATE OF TEST: DESIGN CALCULATIONS _ SOIL EVALUATOR: DAVID D. COUGHANOWR DESIGN FLOW: 3 BEDROOMS X 110 GPD - 330 GPD WITNESSED BY: HEALTH AGENT TEST PIT I NO GROUNDWATER ENCOUNTERED SEPTIC TANK: 330 GPD X 2 DAYS - 660 GALLONS PARENT MATERIAL: PROGLACIAL OUTWASH INSTALL 1500 GALLON SEPTIC TANK (MINIMUM ALLOWED) ELEVATION - 46.5 LESS THAN 2 MIN/INCH IN C SOILS DISTRIBUTION BOX: USE 3 OUTLET D-BOX SOIL ABSORBTION SYSTEM: A 24 ft x 12.5 ft x 2 ft LEACHING GSLLERY CAN LEACF- DEPTH SOL USDA SOIL SOIL COLOR SOIL OTHER A b o t - ( 24 x 12.5 ) - 300 s f (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING A s d w - ( 24 + 24 + ,12.5 + 12.5 ) x 2 - 146.0 s f 0-3 0 LOAM 7.5 YR 3/4 NONE FRIABLE Atot - 446 sf 3-4 E LOAMY 10 YR 3/1 NONE FRIABLE Vt 0.74 x 446 - 330.04 GPD SAND 4-II A LOAMY 10 YR 5/6 NONE FRIABLE--- . USE A 24 ft x 12.5 ft x 2 ft GALLERY. Vt - 330.4 GPD > 330 GPD REQUIRED SAND II-38 B LOAMY 10 YR 6/6 NONE LOOSE NOTESSAND 36-64 Cl MEDIUM 2.5 Y 6/4 NONE LOOSE. 35% SAND STONES 64-120 C2 MEDIUM 2.5 Y 6/4 NONE LOOSE 1) GARBAGE GRINDER NOT ALLOWED WITH THIS DESIGN SAND 2) ALL LINES TO BE SCH 40 PVC AND PITCH AT 1/8 INCH PER FOOT MINIMUM. 3) ALL COMPONENTS INSTALLED SHALL MEET THE MINIMUM REOVIREMENTS OF MASSACHUSETTS TITLE 5 SEPTIC CODE (310 CMR 15) NCOUNTERED 4) INSTALLER TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES NO GROUNDWATER E TEST PIT 2 PARENT MATERIAL: O UNTLA ERL OUTWASH BEFORE EXCAVATING FOR SYSTEM. ECO-TECH RECOMMENDS THAT GAS ELEVATION - 48.04 PERC AT 72 in : LESS THAN 2 MIN/INCH IN C SOILS SUPPLY BE SHUT OFF AT GATE PRIOR TO ANY EXCAVATION. 5) INSTALLER TO OBTAIN DISPOSAL WORKS PERMIT BEFORE STARTING WORK. 6) ALL STONE TO BE DOUBLE WASHED AND FREE ' OF IRON. FINES AND DUST IN PLACE DEPTH SOS. USDA SOIL SOIL COLOR SOIL OTHER 7) LINES EXITING D-BOX TO RUN LEVEL FOR 2'-0" BEFORE PITCHING . DOWN (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING 8) ECO-TECH ENVIRONMENTAL RECOMMENDS THE INSTALLATION OF LOW FLOW FIXTURES AND APPLIANCES. AND BIANNUAL PUMPING OF THE SEPTIC TANK 0-4 0 LOAM 7.5 YR 3/2 NONE FRIABLE 4/I NONE FRIABLE 9) SYSTEM IS NOT DESIGNED TO WITHSTAND VEHICULAR LOADING, DO NOT 4-5 E LOAMY 10 YR SAND PARK OR DRIVE VEHICLES OVER SEPTIC SYSTEM. 5-11 A LOAMY 10 YR 5/6 NONE FRIABLE SAND 11-44 B LOAMY 10 YR 6/6 NONE LOOSE SAND 44-70 CI MEDIUM 2.5 .Y 6/4 NONE LOOSE. 30% LEACHING GALLERY SAND STONES CONSTRUCTION DETAIL SITE SEWAGE DISPOSAL SYSTEM PLAN 70-132 C2 MEDIUM 2.5 Y 6/4 NONE LOOSE LEACHWO UNIT a•-s•. 4••w-. s•-9• STONE SAND z « EFF. DEPTH -TO SERVE PROPOSED DWELLING 24 to • i o - MR RALPH SISK LOT 7 FIELDSTONE DRIVE. BARNSTABLE. MA N o 5 8.5 $:S 5 " ECO-TECH ENVIRONMENTAL 43 TRIANGLE CIRCLE SANDWICH MA 02563 ETE - 373 1 9/2/97 2/2 PLAN REFERENCE ZONING REQUIREMENTS VARIANCES REQUESTED PLAN BOOK 413 PAGE 99 ZONE: RF FRONT SETBACK: 30 ft j��- r LOCAL ao° y N SIDE SETBACK: 15 f t REG 12I 150 f SETBACK TO WELL REQUIRED R REAR SETBACK: 15 ft WELL C Al 103 ft TO LOCUS WELL A PHONE B) 117 ft TO ABUTTOR WELL B eO C) 121 ft TO ABUTTOR WELL C �W P OPOSED PROPOSED TELEPHONE M wELI D) 137 ft TO ABUTTOR WELL D � LOCUS to ELL A LINE 5 Q H WELL D Q �•- � Z PROPOSED /00 fr F I RO WELL BARNSTABLE. MA ' M _ ( L O C U ' a WATER L ?Qz S M A P Q� Zo r' oG NOT TO SCALE 62 62 CD / h 66 CONTOURS J\ zor 32 / 68 70 EXISTING - - - - - - - 50 } = W. w � � � I � PROPOSED 52 N / U J 72 > 0 64 I /1 � cv �5'O _ / 74 76 or -78 Z LU �' N R/V QI'll I'll t 4 0¢ ' — � 80 82 ID �J 6 350 ft- 0 14, �J o � W Q co LL m ,� a .a TE PITfi8 88 LL - � � DRAIN o / TEST PIT LOT 7 � 2._a t x 4 x f t L C L R AREA a 35.627 sf +- - EA A d = (SEFE DETA(✓ N 8A 1 to 72 WI��f RESER o ARE , BENCH MARK /SED w O Y TOP OF CONC BOUND ELECTRIC. Z LRJE H Q ELEVATION - 72.95 +- 90 4 90 4 ft < USGS DATUM ASSUMED "9 88 219. O.: c, LL 0 U `��i 84 86 Z o 76 6 8UTLITY 0 82 SITE & SEWAGE DISPOSAL SYSTEM PLAN O n 0 PP,D PL /�N -TO SERVE EXISTING DWELLING . a ~ u' W j" °F - 30 ft MR. RALPH SISK - =5 o iga ROBERT �c�. r WELL 6 a�P` '�s�� LOT 53 FIELDSTONE DRIVE, BARNSTABLE. MA 3: AVID:LL N ECO- TECH ENVIRONMENTAL O o w F�/STE 43 TRIANGLE CIRCLE SANDWICH MA 02563 �o'sum�-y ETE - 373 1 9/2/97 1 1 1/2 I THIS PLAN IS TO BE CONSIDERED A DRAFT PLAN UNLESS IT LL BEARS THE STAMP AND SIGNATURE OF THE DESIGN ENGINEER ORIGINAL PLANS INTENDED FOR SUBMITTAL TO THE BOARD �. OF HEALTH WILL BE SIGNED N BLUE AND STAMPED N RED. SOIL TEST LOG DESIGN CALCULATIONS DATE OF TEST: SOIL EVALUATOR: DAVID D. COUGHANOWR WITNESSED BY: HEALTH AGENT DESIGN FLOW: 3 BEDROOMS X 110 GPD - 330 GPD s SEPTIC TANK: 330 GPD X 2 DAYS - 660 GALLONS TEST PIT I NO GROUNDWATER ENCOUNTEREDPARENT MATERIAL: PROGLACIAL OUTWASH INSTALL 1500 GALLON SEPTIC TANK (MINIMUM ALLOWED) ELEVATION - 46.5 +- LESS THAN 2 MIN/INCH IN C SOILS i DISTRIBUTION BOX: USE 3 OUTLET D-BOX I SOIL ABSORBTION SYSTEM: A 24 ft x 12.5 ft x 2 ft LEACHING GSLLERY CAN LEACH DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING A b o t - ( 24 x 12.5 ) - 300 sf A s d w - ( 24 + 24 12.5' + 12.5 ) x 2 - 146.0 sf 0-3 O LOAM 7.5 YR 3/4 NONE FRIABLE Atot - 446 sf 3-4 E LOAMY 10 YR 3/1 NONE FRIABLE Vt 0.74 x 446 - 330.04 GPD j SAND USE A 24 ft x 12.5 ft x 2 ft GALLERY. Vt - 330.4 GPD > 330 GPD REQUIRED j 4-11 A LOAMY 10 YR 5/6 NONE FRIABLE SAND II-38 B LOAMY 10 YR 6/6 NONE LOOSE SAND NOTES 36-64 CI MEDIUM .2.5 Y 6/4 NONE LOOSE. 35% SAND STONES 64-120 C2 MEDIUM 2.5 Y 6/4 NONE LOOSE 1) GARBAGE GRINDER NOT ALLOWED WITH THIS DESIGN i SAND 2) ALL LINES TO BE SCH 40 PVC AND PITCH AT 1/8 INCH PER FOOT MINIMUM. 3) ALL COMPONENTS INSTALLED SHALL MEET THE MINIMUM REOUIREMENTS OF MASSACHUSETTS TITLE 5 SEPTIC CODE (310 CMR 15) TEST PIT 2 ITIES NO GROUNDWATER ENCOUNTERED 4) INSTALLER BEFORE EXCAVATING FOR ASYSTEM.TIONS FECOLTECH AL ERECOMMENDS RGROUND ILTHAT GAS PARENT MATERIAL: PROGLACIAL OUT WASH SUPPLY BE SHUT OFF AT GATE PRIOR TO ANY EXCAVATION. - ELEVATION - 48.0— PERC AT 72 in LESS THAN 2 MIN/INCH IN C SOILS 5) INSTALLER TO OBTAIN DISPOSAL WORKS PERMIT BEFORE STARTING WORK. 6) ALL STONE TO BE DOUBLE WASHED AND FREE OF IRON, FINES AND DUST IN PLACE f DEPTH SOIL USDA SOL SOIL COLOR SOIL OTHER 7) LINES EXITING D-BOX TO RUN LEVEL FOR 2'-0" BEFORE PITCHING DOWN (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING 8) ECO-TECH ENVIRONMENTAL RECOMMENDS THE INSTALLATION OF LOW FLOW FIXTURES AND APPLIANCES. AND BIANNUAL PUMPING OF THE SEPTIC TANK 0-4 0 LOAM 7.5 YR 3/2 NONE FRIABLE 4-5 E LOAMY 10 YR 4/I NONE FRIABLE 9) SYSTEM IS NOT DESIGNED- TO WITHSTAND VEHICULAR LOADING. DO NOT SAND PARK OR DRIVE VEHICLES OVER SEPTIC SYSTEM. 5-11 A LOAMY 10 YR 5/6 NONE FRIABLE SAND II-44 B LOAMY 10 YR 6/6 NONE LOOSE SAND 44-70 CI MEDIUM 2.5 Y 6/4 NONE LOOSE. 30Y LEACHING GALLERY SAND STONES CONSTRUCTION DETAIL SITE & SEWAGE DISPOSAL SYSTEM PLAN 70-132 C2 MEDIUM 2.5 Y 6/4 NONE LOOSE l.E CHINO.�VHIT STONE SAND 2 « EFF.DEPTH -TO SERVE PROPOSED DWELLING t s, ti I '01 MR. RALPH SISK N LOT 7 FIELDSTONE DRIVE. BARNSTABLE. MA 5 85 8:5 5 n j, ECO—TECH ENVIRONMENTAL z, 0 43 TRIANGLE CIRCLE SANDWICH MA 02563 ETE - 373 1 9/2/97 12/2