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HomeMy WebLinkAbout0101 WHITE BIRCH WAY - Health 101 WHITE BIRCH WAy, a r• 0 a 0 TOWN OF BARNSTABLE LOCATION " w Zy SEWAGE # VILLAGE ig� ASSESSOR'S MAP & LOTI4P",7�4 INSTALLER'S NAME&PHONE NO. 10,0 7&oa.- Av SEPTIC TANK CAPACITY LEACHING FACILITY: (type) 1't f{itd (size) ��' NO. OF BEDROOMS__ BUILDER OR OWNER �O�l��yo'i ✓� COL Z PERMIT DATE: COMPLIANCE DATE: </ 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 34 V' -7 i P . . C C- qI r No. ' Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes' /\ PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS Zippltcation for Migaar *pztem Cottgtruction Permit Application for a Permit to Construct(/ )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. LOT 8 i 01 WA ITs Star.4 Owner's Name,Address and Tel.No. 1 r—,0yv-G � —1WAIP t V Assessor's Map/Parcel j 37— Vdt-t I= �G,P�. �®i W�%'� �l1�Gi'� t✓,i1�1`' G+Q�, It�11'S- �'S�/� '.�i Installer's Name,Address,and Tel.No. ?,0r-;G r-r411YW71J esigner's Name,Address and Tel.No. T.15 LAN.�.VrQS- L>LG%e Type of Building: Dwelling No.of Bedrooms Lot Size � �) sci.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures L/t�-� Design Flow �/�0 q gallons per day. Calculated daily flow gallons. Plan Date 2 q o-39. Number of sheets 7, Revision Date Title Size of Septic Tank i5XIS77Nb /54M g j Type of S.A.S. Description of Soil 6 ",3(0 pi-L A 3(p�� -!I Lf l� � 81 44 tt� �� 9 B Z &(o` 13Z" Nature of Repairs or Alterations(Answer when applicable) 96',L^(^ 6 'FR P o '5LeSTT,M 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 ' by ' Board of Health. Signed r►0 a)6w N lx tj Date Application Approved by Date Application Disapproved for the following reasons Permit No. Date Issued dv No. D ' " FeJ00 0 ; « THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: (�� - •' t^ Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Rpplication for �Dtopozal *pgtem Construction Permit Application for a Permit to Construct(v )Repair( )Upgrade( )Abandon( ) El Complete System El Individual Components Location Address or Lot No. LVT 8 101 W H im B,Qcf t Owner's Name,Address and Tel.No. LLanit; , -7W^f";� Assessor's Map/Parcel 12 8- 3 2 VtA ` Installer's Name,Address,and Tel.No. ?,IS-r0W'G &rCAY)97I Designer's Name,Address and Tel.No. T,Z L.t�'DS2S —to U L�v p. a 13c-1c /zb`I /tA_ P, v ?0$ 3 4`, w. r=�a n c�t✓-t t-� ��- - 65-0.9> yZ.E;_ 930b (50e)54/0 _7-733 Type of Building: `- Dwelling No.of Bedrooms Lot Size [/7• sq.ft. Garbage Grinder( )' 1 Other Type of Building _-NOS. of Persons Showers( ) Cafeteria( ) Other Fixtures a Design Flow gallons per day. Calculated daily flow L11-/0 gallons. -� Plan Date /-2 V- U_7 Number of sheets Z Revision Date Title Size of Septic Tank 6X 67'�n-b 150V q/ Type of S.A.S. Description of Soil 6 ' (11 f'i`L A icy" -4 4 " Q) y H ` �o �0 Q Z L�l 13 Z I l G� 1372- I(.41' f Nature of Repairs or Alterations(Answer when applicable) R6?4L^C6 FA r LbO S`i'sr&o--� 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 by i Board of.Health. Signed 1A Y10 Q-bw N ONJ Date J 2- 01- <Application Approved by \ Date ^Application Disapproved for the following reasons Permit No. ..� Date Issued l .. • ------ - .- ------------------ 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 17A76rtS aCAVA-n UN at 1 u 1 L.QR i F RI R1,N WAY W- (30 at mA1'6LFi has be n constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer l�ASToiLs ZX C.AVA i 1 tsr-- Designer �:� G.IA1�'J'6Q C.A�vL6 t' The issuance of this permit shall not b-construed as a guarantee that the sy .� (unction s�eI ig Date L i( I ��r / Inspector /// _ L 1!I/ h r - P v/ V/ NO. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS lwi5pogal *p!tem Construction 'Permit Permission is hereby granted to Construct( )Repair(V)Upgrade( )Aband s(�, }p j� / ,System located at IdI W1-��T�c 1 Q-G(� W t�' , we M1g41_s7'M _ 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. t Provided:,Constructi' must b com leted within three years of the date of thi pe .V, Date:_.-�/ Approved by l r i iRPR. 7.2003 1'11:39AN 508QARNSTABLE BOARD OF HEALTH. 0.022----P.2/2 LANDERS PAGE Dltrc�2 Town of Barnstable i Regulatory Services Tha 1 E76, X1185 L'. G;011er,DfMtor ao,4.k Public Wealth Dj4j6I1Dxl Thomas i z0-Reast,Director 3DV Main Street,�yannls,2424�zdtgl O..fice: ,Fex; SQe-79Q�6�Q� I��tlie�d�1�eGiotaer ra w'SealS �� .ffi„ orm DIM �o sewilee Permit* LS --�� Installer, s-rdaz . S�� r9 �{ Address; �• o ( te1 ° Gxr, �A j r 3s issued a prmit to inst inat�..jlL e all a ( r) mat (addreq,5) bV.ed an a dC5jg't drawn -9 L e`R 1 C. Imo" dated (d..s,grer) 4, 1 -.i.,.., .'s �y� uti,,�-tr Q^ a .,:�3.�1tj�G�Ci'rid ( t0 ❑ S�?i, a =- at^T`". GCi-t1Q���5l1Cp' �w a�fion boy andr'o�sap;ic '�, as lates"11 reiocatkj t of the 1 G� a v tL,4tI'_�C: a P•eate tytatt iQ' l3t~raI relocate+ '�rte.d a�ovo t'as i�stiled With ajar changes ol'tne septic sus o� ��the Sew or any ',•grdcal rrlacatioa o.fany oamnen pot t1 ow i:� accoxr_'�,ce rritn state e�ra,f'ed �s-bult by �esjqrer Fo fr ie. . ,ocaI Re,PU1atio,ts• 1?Ia't reti7siot7.or � (�.st`ai'er's Signarare� ,:`'�Diu rf r�``�y 1`+,D.sis]14r'c 5.ittrh' 'Sr- l' P .7 Ara + sAL " 1'T D �>r rat; _slnN Tu 04/07/28E;8 11:1.3 5085403344 JELANDERS PAGE 01/162 Town of Barnstable Regulatory Services Thomas F. Geller,Director L36-19, ftblic, Wth Divisions Th®mas McKean,Director 30�fain Street,Hyannis,rvU 0260.1 0ffilce; 508-862-4644 Fax: 509-790-6304 Y le & e n C' fic®ti®n Form Da _tat'b o Sewage Permit# �� .�/3 Assessor's MaptParcek_L? -.3 Z Installer: ate`62l; J3:R'C;`L r✓ ) b� Address: 0 R CW G t{ Address: 6 C 7Z �1 s issu,od a erm.it to install a (ate) _ (installer) P ;:,epti.c system,at 101 wWM9i-4 w4y based on a design drawn by (address) •S:� *DG� - CA v LZ,v dated /.2 (desi.gner) p certify that th,e septic system r®{eren,ced above waa installed substantially acccrr.�ing to the design„ which rr►ay include minor approved changes such as laterFil relaeati¢1n of the distribution box and/or septic tank, - I certify that the septic system referenced above Was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of a>3.y c®mponent of the septic system)but in accordance with.Mate &Local Regulations. Play rc��isio.n.or certifled as-built by designer to follow, �9pr �gy6 Of A (Tn.sta,)„ier's Signature) ` U JOHN t LANDER 5-CAUI-cV •,. eD, Nc. .1510i V (A (! � Dllere;i c'AIN CE ! t3 A gL dT � (a:i'rl:cs9c15l�giesilct Certificadon Farm 3-26-04,doc R� q5�ZQ }+fenaratson Ot Ylans and Joectncanu>» n Q­ ,• r r •. Tne plans and specifications` for every on system shall be prepared as follows: (1) Every b Massachusetts Registered Professional Engineer system shall be designed by a or a Massachusetts Registered Sanitazian provided that such Sanitarian shall not-design a. system designed to dischar.gc more than 2,000 gallons Per day pursuant to 310 CMR 1S.Z03. Any other agent of the owner..may p1et? Plans for the repair of a system.designed to discharge not more than than 2,000 gallons pet day pursuant to 310 CIvM 15.203 provided they are reviewed by'a Massachusetts Registered Sanitarian and.approved by the approving authority; (2). Every,plan submitted for approval must be dated and bear the stamp and signature of the designer, (3) Every plan for a new syster.n or plan for the upgrade or expansion of at wdsting:system-- - / which requires a variance to a property•tine setback distance, muss alsn reference-..a plan which bears the stamp and signature of a Massach'd3etts- Licensed Land Surveyor in VVV accordance with M.d.L. c: 112, § 81D; (4) Every plan for a system shall be of suitable wale(one inch=40 feet or fewer for plot plans and one inch =Z0 feet or fewer for derails of system.4omponenLs), Ald.thaIl include. : •depicti.an of. (a) the legal boundaries of the facility to be sewed; (b) the holder and location of any easements appurtenant to or which could impact the system; (c) the Iocatorr of rate all dwelling(s)or buildingfs)existing and proposed on the facility and identifieatidri of those-to-be served by the system; '(d) the'iacation of existing or proposed irnpervtrous--areas; including:d.-iveways and parking areas; - - (e) location and dimensions of the system (including reserve area); (f). system design calculations, including design daily sewage flow, septic tank capacity (required and provided); soil absorption system capacity (required and provided); and Whether system is designed for garbage grinder; ( ) North arrow and existing and proposed contours; (h) location and log of deep'observation bole tests including the date of test, Vd tin; grade elevations marked on each test, and he names of the MD. csentativc of the approving authority and soil evaluator, inp the aatc of test and the names of W location and rest-4 of pezcolaraon tests mclud ►/ -the representative of the approving authority and soil evaluator; . } name and certification number of the Soil Evaluator of record; (k) location.af.every water supply,public and-private, 1. within 400 feet of the proposed system location in the easy of surface water supplies and gravel packed public water supply wells, 2. within 250 feet of the proposed system location in the case;of tubular public / water supply wells, and V 3, within 130 feet.of the .proposed system location in the, case of private watts supply wells; r vegetated -1)• location of any surface waters of the Commonwealths avers, bordering eg wetlands, salt tnazshes, inland or coastal banks. regulatory floodway, velocity zone, : surface water supplies, tributaries to surface water supplies,certified varnalpools,private water supplies or suction lines, gravel packed or tubular public water supply wells, subsurface drains, leaching catch basins, or dry wells; and the location of any nitrogen sensitive area identified'in 310 CNS 15.2I5 within which portions of the proposed stem are located. (m) location of water lines and other subsurface utilities on the facility; (n) observed and adjusted ground-water elevation in the vicinity of the system; o) a.completo profile of the system; (p} a note on the plan listing all variances to the provisions of 310 CMR 15.000 sought in conjunction with the plan: (� . the location an of one benchmark.w?thin 50 to 7S feet of the facility which is not subject to dislocation or loss.dur'ing consayacnon on the fac'iI tyi tern (r) when dosing is'prcposed, complete design"-aiid"spccificatiotr of the,dosing sysr j propossed including but not limited to dosing ch�T'beclesnd dep peacity rey l provided), ' ump curves and specifications, number .of dosing (s) when a Reci:culatii�g Sand Filter or equivalent alternative technology is required or roposed, a complete plan and specification for the system,including a hydraulic profile; (t) a locus plan,to show the location of the facility including the nearest existing street, if any, of*the (u the street e materials of con truciien a drthe spe and lot nuMb"C c fi�ah'ona of,e system. th_�v_) . /V CMK 13.220: Fteparation of Plans anti Specifications FrOon /; Ae t/, . j74echime r-A /q 9,5— The plans and specifications for every on-site system shall be prepared as follows: (1) Every system shall be designed by a Massachusetts Registered Professional Engineer / ' d�R P`,e or a Massachusetts Registered Sanitarian provided that such Sanitarian shall not design a system designed to discharge more than 2,000 gallons per day pursuant to 310 CMR 15.203. A Any other agent of the owner.may prepare plans for the repair of a system designed to y��fr� �!discharge not more than than 2,000 gallons per day pursuant to 310 CMR 15.203 provided they are reviewed by a Massachusetts Registered Sanitarian and approved by the approving i-.�eorrP C�SG�le authority; Suy s ! ", 30 ✓ (2) Every.plan submitted for approval must be dated and bear the stamp and signature of bar 1'`ti q5- the designer, r(� C . (3) Every plan for a new system or plan for the upgrade or expansion of an existing system S p�� /� e"which requires a variance to a property line setback distance;'must.also reference a plan which bears the stamp and signature of a Massachusetts Licensed Land Surveyor in accordance with M.O.L.c: 112, § 81D: D-6aX+ SPIA rtfN�/C 0- S-U (4) Every plan for a system shall be of suitable scale(one inch=40 feet or fewer for plot po�e f Spy N o r n f plans and one inch = 20 feet or fewer for details of system components) and shall include / / K depiction of: cf e S 1� ✓ (a) the legal boundaries of the facility to be served; -// (b) the holder and location of any easements appurtenant to or which could impact the Sq ys a_v.t y- 3 �dP / .system; / (c) the location of the all dwelling(s)or building(s)existing and proposed on the facility rH � 1 e e and identification of those to be served by the system; �� S;e ve -(d) --the-location of existing or proposed impervious areas, including driveways and q^A� parking areas; (e) location and dimensions of the system (including reserve area); c Pr� (f). system design calculations,including design daily sewage flow, septic tank capacity _Ll (required and provided); soil absorption system capacity (required and provided); and Sb' whether system is designed for garbage grinder, g) North arrow and existing and proposed contours; S� r r o Say 1 S A�Ul, �,1 S• P ? (h) location and log of deep observation hole tests including the date of test, exis ' g ✓ grade elevations marked on each test, and the names of the representative of e bv�' v)o .f. SA/ f L." { S`eC `�^"�`f``approving authority and soil evaluator, 7 / (i) location and results of percolation tests including the Gate of test and the names of an ✓ 'the representative of the approving authority and soil evaluator, J (j) name and certification number of the Soil Evaluator of record; s f h �1 h7y �Le S 0 CLAP (k) location of every water supply,public and private, S i e ve 1. within 400 feet of the proposed system location in the case of surface water y `� supplies and gravel packed public water supply wells, pt rQ 2. within 250 feet of the proposed system location in the case;of tubular public / water supply wells, and 141,e Says LThp r / 3. within 150 feet of the .proposed system location in the case of private water supply wells; S 'P ��� J),2l,e location of any surface waters of the Commonwealth, rivers, bordering vegetated ��� wetlands, salt marshes, inland or coastal banks, regulatory floodway, velocity zone, surface water supplies,tributaries to surface water supplies,certified vernal pools,private water supplies or suction lines, gravel packed or tubular public water supply wells, n �f subsurface drains, leaching catch basins, or dry wells; and the location of any nitrogen Shp t•, sensitive area identified'in 310 CMR 15.215 within which portions of the proposed / system are located. ka" A).,k- 6 W S t ev e/ -� (m) location of water lines and other subsurface utilities on the facility;(n) observed and adjusted ground-water elevation in the vicinity of the system; pfcc rrr�2 4, A o) a complete profile of the system; (p) a note on the plan listing all variances to the provisions of 310 CMR 15.000 sought R " '' s P a in conjunction with the plan; p (,kLl A it, (q) . the location and.elevation of one benchmark within 50 to 75 feet of the facility L,/ _which is not subject to dislocation or loss during construction on the facility; �mVOed (r) when dosing is proposed, 'complete design and specification of the dosing system i proposed including.but not limited to dosing chamber capacity (required and provided), ump curves and specifications, number of dosing cycles and depth per cycle; (s) when a Recirculating Sand Filter or equivalent alternative technology is required or roposed,a complete plan and spermcation for the system,including a hydraulic profile; >Jn%WV1 (t) a locus w the location of the facility including the nearest existing street; S (u) th street nu � and lot number, if any, of the facility; and (v) the materials of construction.and the specifications of the system. 4 CONSULTING CIVIL,ENGINEERS 8 LAND$URV�YORS MO AcuSltnetftn New Bedlorq, ?16 Caunty 3trear AAA 027b5 OATt/ I (NO)99a37Q0 Tfi>Nrivn.MA t)2780 JOB rmunroe�tibbettsengMeeting.com kb�ogare®tibbetlgtgLrteCn2ng u AtTE ON ' tlb belaengitree riltg,com TO RE: WE ARE$$ENDING YOU ❑ Attached O Under separate cover via the following items: 0 Shop drawings ❑ Prints ❑ Plans 0 Samples 0 Specifications ❑ Copy of letter LEI Change order ❑ COPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED as checked below. ❑ For approval 0 Approved as submitted 0 Resubmit— copies for approval d For your use ❑ Approved as noted ❑ Submit—copies for distribution R/As requested C Returned for corrections C Return -corrected prints p For review and comment O ❑ FORBIDS DUE p PRINTS RETURNED AFTER LOAN TO US REMARKS TYPE OF DELIVERY: UPS ❑ FEDERAL EXPRESS ❑ CERTIFIED MAIL O PRIORITY MAIL ❑ EXPRESS MAIL ❑ FIRST CLASS MAIL ❑ HAND CARRIED ❑ PICKED UP BY CLIENT COPY TO SIGNED: _ N enclosures are not as noted,kindly notHy us at once. i TIBBETTS ENGINEERING CORP. Soil Grain Size Ana#ysis Usinq ASTM D---422 U.S. Standard Sieve Size ' -Q- Total Sam* Curve moOP Mat. Pass. #10 Curve 100 k0 140_ 60 3S #4 Y 3 '.3 j 4".0�'. ..15' 100 90 g0 17 Jr- 70 60 50 50 40 40 C 30 20 -20 10 10 0 0 .001 .01 .1 1 10 100 Grain Size in Millimeters Job No, Inst. 06-1564 Project: Lot 6, White Birch Way u Report No. GS6332N tibbetts a inc-emQ Cam: "'ONSULTING ENGINEERS 716 cc Twxtm MA 027110 Tel.(SOB)822-d934 Fax.(509)99D-7511 Client; John E. Landers-Cauley, PE Job No, Inst. W1564 P.O. Box 364 pate, 12/18/20M West Falmouth, MA 02574 Report No,GS8332N Project: Lot 8, White Birch Way Co►Mbined H ;droffM rand Sieve Anal is Re rt .dry Sieve Analysis H dM- titer Anal_ is o tthe of the Total Sa le Portion Passing the;r10 sieve Sieve 96 ass. Size , M Sieve Size M 44,"pass 3.0" 100.0 76.100 No. 10 2.00i700 100.0 1•d" 100.0 25,400 No. 18 1.000.00 89.8 112" 100,0 12.700 No. 35 0.50000 56.0 3/8" 97.6 9.510 No. 60 0.250,00 44.6 NoA 93.4 4.760 No. 140 0.10500 22.8 No. 10 88,9 2,000 No. 270 0.05300 15.6 0,051-09 13.2 0.03605 11,8 0.03033 10.5 0,02162 8.i3 0.01532 7.0 0,01087 6.1 0.00772 4.4 0.00560 2.2 0100389 2.2 0.00271 2A 0.00140 1.7 Percent of Total Sample For Triangle Classification Retained on the No. 10 Sieve Based on Material passing_the No. 10 Sieve % Retained (2mm) = 11.1 % Sand $4.35 Silt 13.78 % Clay 1,87 Remarks: P. Dumont Technician Christopher M. White P.E. Laboratory Director OCT.16.2006 10:06AM BARNSTABLE BOARD OF HEALTH •NO.442 P.1i2 Town of Barnstable �- " Departbwnt,d Regulatory ServiceN I d Public Health Division Date 263 Main Street,Hyannis MA 02601 ' Date Scheduled �r ` Time Fee Pd, L�0 Soil Suitability AssesMent for �iMlggge Dlsp ll Pertbrmcd Hy: Witnessed Hy: V�=� LOCATION& GENERAL IN>t'OMUTION Location Address p/ W t Z!� ?i tCiA 4"Y , Owner's Name Address fof Upirf- $t12,ca fr , Assessor's Map/Parcel: j 2 Sogiones Name J f NSW I:ONSTRUCTYON :..,.,, REPAnt s Land Use cl. tV� _ Slopes(9b) 3 Y 9amce stones lowle~ Distances h m: open Water Body ft Possible Wet Area Drinking Water Well Drainage Way Property fine ft other.. tt SKETCH:(streetname,dimensions of lot,exact ImAtione of teat holes&pm tests,locate wettandsin proximity to holea) • i �« ct)4 , Pereat material(polo ,r �' Y Depth to Radvaelt�.,,��,�% A Depth to Groundwater. Standing Water in Hole: A Weeping ftm Fait trace Estimated Seasonal high Groundwater DETERMENATION FOR SEASONAL NIGH WATER TABLE o �� Method Use: - u Depth Observed standing in oba,hole, In. Depth to sell mottles: 10. Depth to weeping ftom aide of obs.hole: In, tlmundwater AdJUI lcnt 0• Index Well Reading Date: Index Well level.:.,,,„„�„ Adj.f>1CtoN Adj.(isoundwdtcr Laval,.,. e PERCOLATION TEST Data Tim _ Observation Hole# 17ttta dt 41" '.......�.� .------ Depth of Ebro Timp at 0" ,. .�.. r... Start Pm-soak Time® !"me(9"•6") End pro-soalc Rate M aAch `•`1C Site Sultabitlty Assessment: site passed- SitA+Failed:_T... Additional TeWng Needed(Y/M ; original: Pdhcc Health Dlvisian Observatioa Mole Data To Be Completed on Hack ---M-- *eeIf percolation testis to be conducted within 100'of wetland,you must fiat notify the. 'Bamstable Conservation Div➢lion at-leest one(1)week prior to beginning- , Q,ISIEPTIC�PERCFORM.DOC L ' r w I wt U JA-a eAev-raid+` r `^����y� ,:. ,. IN'�fdY' Aaa. l ►43 Address f0( k3NeivN C «'p' easiaoWs-Nama MRS t hwm-tt= ow war Bally it oosslbla Wat.�ras 'wow Wall QtAlUAga W Ih- Um SU-TE-t.E9ilaim&wwo+IFIKaxwhaoom9ftaac &:eW Mo wO9anAa���, ind�.�a:tu►les) . L'anaht: #pis�?':..5����sr' r�� Dap4�to� �T..�.,.. �`, A ,-.�,,,•. � Wea�ld�ifNan�i!°�ao , l3stlamsed ! h ttd as�. T -7,aoc low -- �3e4uad U : s�tod m o ,.hoks in. .Capth to a !�: in, tcwaapin tipi Ocit, b* in, Cilifattdlyaat4l'A44lttipAk. . ind�c Wend Rlb►�.ie:,,,....,.... laAea�Nttnl*,,,,,,, .,, Aft fits„ ,,,.�►.• A►s41.dtaraltdwal +l.Al�.,. Otimaden pp Vma;ff NV T"F Times 4" ..,,�,,..... .�._....... toad P", All ..:._........ _._...4,. [ate aah .•- 3iue Ad:fitiMI Wobg i OWW(YM) CWOOu Pdmia tasrgt:filiviM, obw'"No x-Holt Daxa To Be pI-"on Back•-�-�- � e ►a r 001 a��e ids you gnu A. "'t nout,the. 04. ii+ � ilwildltei + r �. 1(��i✓' �, ' 1P'�•�wvl:�lat� �� i1��C,.lt. C� ��:arir , :..::.:....i>:•:::::::.;:.::5::a;:•:ii:.;:nml?T!nng�p;m;7:F:'R,^':..,.m.;rim;r,.:.m,+:,y,,:.1:::rct:4:m1q o. .. Depth From Sod°°]1onYkan Sall VON an Sail Color So11 C7�l er Surface(1n J ("CFS!T9 A) (Munsell) Mottling (Structure,Stones,Boulderes. .I 4 1' �I s�i; 'y'I'%( >'.! %!3'i'i:! . Depth tcatm Sszil'xYaron' sail Texture Soil Color Soil Other Surfface(in.) (USDA) (M.unsell) Mottling (Sitructure,Stones,Boulderes. of' m %,, K I• 34-44 r �1• .t. .h ..l4 a ,1. :. ..a..wb:a.r.•^..:;ia•i>:.....,+ ... :::..,:n+t:ram++AwSe.^;%,;,,.. .. .... Depth from SQ ' T4rtaon Sofil7"eture Soil Color Sotl Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. � I 1. Above.5Q9 year flIo'tad bstutldarN No— Yes "�311i�i�n.50a��^c�ac^br�uAdtu�' I?Io��.ns i 799 year bsundary 1 ;, 'des: . P-00b QL Malunk 1 t :i Does at least four&et of nzturally occurring pervious material exist in all areas observed throughout the area proposed for the soil atbwriati'on system? If not,,wheA-is.the d*th of nAtUra ly occurring pervious material? Cer'Ci�t"raea�,� I certify Chat on (date)I have passed the soil evaluator exanination approved by the DeparW"dt a� n .o rt►t '1''p"r" eotipra'"ar►'s `thaC Cie alaOve ana}ysis'��afi pd t�rrwd`by'rils cGhsistew with I<m,:310 CM,! 15.017. Signature Date i'7' gCT.16.2006 10:06AM BARNSTABLE BOARD OF HEALTH •NO.442 P.1i2 T of"--B ..�, Public Oti bate :Q 200 uslaiNcei,Hyannis MA 0=1 T« ray pza[VftniY°ayi 1T'Rn.��e�yr .:�.. . '. ... ......., `,..- .. �� • A lot pjWvir�. 13e/� 4", p ►j riiatee-1"4,w,+�� l�owe� Address /o r JJIA i rt ,gam tr Aiise+Wfl,MA~- /2,9—3 2 Anginne+°s Noma J ena - �� Iwo land um�„ slopes(96) .. .� swea mores Tlarama., f2w"o.k Dismnaea fimn: Open VAnW Body R Owliblo Viet Aren l inlatng Water:Weq 3 i 'G`Y' s ceae :a me,diim�moioae >a�, t aaauaae o iM at how+a=pa+c cmatq,tome wetiaie r:n p ty.ro n+ �...- Do toodandwai- standiAlVi r in>fok: wecpin8 o Pit&as_,,,,,..,,,. 121 Badam S aoael�itg11 il3iroWldW&Cet ,, D t fa�i W'' IDWEIR N'ATTON FOR SEASONAL HIGH WAtM TABIM ARedlo�Liavd: hQW spNidiggb ,aba, in,� t7rpth sdapl! i int ;W uiroapiMB fl wde oA.obm,hots ww1►glurfalt . Wdett welt tli ltn&o 09ACMA T TUT � - TOWN OF BARNSTABLE �.. 4 LOCATION ' d 4- �y Zede A 44-- E W A G E # / VILLAG - " - ASSESSOR'S MAP & LOT/99_L_0�32 INSTALLER'S NAME&PHONE NO. 15E ed, e-j_- SEPTIC TANk CAPACITY LE CHING FACILITY: (type) - h (size) 4 -ai- 012 7 NO.-OF BEDROOMS BUILDER OR OWNER at? -' ve -e C-=-a G.e epa PERMTTDATE: �ZZg COMPLIAN ' DATE: ��`�` -' 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 f leaching facility ,�-- Feet Furnished by ©,4 . 7 � t r 1 Y� s• No. [� Fee d 6 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: VV/ �y Yes _PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLES MASSACHUSETTS �1/�./ 01ppYication for Diopogal *p5tem Construction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ro Complete System El Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. Assessor's Map/Parcel ' ��°/�/ �, , �f� Ce>" "se-t -5r s0Sr 7S7SS/a� /07 eDla'eeiteE Oo6O c/ Installer's Name,Address,and Tel.No. Designer's Name,Address an Tel.No. C bPe� E iA�i1 jC. � I C,2 • ®• J-E 4Auvee.5 CAuiey �. V/�Ify5 Z1407 moo• �o ��� So& ,'y®77,73 Type of Building: k oao Pkt'4m— Dwelling No.of Bedrooms T Lot Size �} sq.ft. Garbage Grinder(0) Other Type of Building Uptb J,L#I- ►g No.of Persons r2 Showers(a ) Cafeteria( ) Other Fixtures Design Flow— 110 140 gallons per day. Calculated daily flow gallons. Plan Date Z"fM Number of sheets /' Revision Date Title Size of Septic Tank %Sad C-4-1 Type of S.A.S. Description of Soil L.o t S a)6.S e)i/ 40 G V e i Nature of Repairs or Alterations(Answer when applicable) `We_Lj 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 issues Bo d of Health. Signed - Date ah 1 Application Approved by Date Application Disapproved for theqolloNVing reasons Permit No. Date Issued ———————————— No. 6 - - -�x s Fee fJ P3 THE'COMMONWEALTH"OF MASSACHUSETTS Entered in comp.er: YL0 000 ,. PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS-', �/'' j' 01pprication for 33ig`ool &pgtem Cousstructiou Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) LN'Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. /®/ whit 3,;e &A 04V Lam$ L A4.4&0 0 7AMm y Leo� e ►E . Assessor's Map/Parcel � f1#t'N+7 a/ a Cp Ap�jSPf "Sr Sofr 757SAD a- Io? ?' 0 otcei a drbo y Installer's Name,Address,and Tel.No. Designer's Name,Address and el.No. l b�¢f E ��,��e�t c. �j--�s� L22 a►� , ® J E 4 A&)pit�.S- (Av le y v��5t�l5 aGo7 'moo• Qix apt-h 409 s1/0 7733 Type of Building: Oot D 2r is � rJeA(fr +1 Dwelling No.of Bedrooms Lot Size / 1 sq.ft. Garbage Grinder( �) Other Type of Building_Joen rA"F No.of Persons .2 Showers Cafeteria( ) Other Fixtures Design Flow //U 1100 gallons per day, Calculated daily flow yyd gallons. / /� q Plan Date Number of sheets Revision Date Title Size of Septic Tank 1500 C-41 Type of S.A.S. Description of Soil 30 Lo Atti g S u`13 S O// r* t SAND f G aye / Nature of Repairs or Alterations(Answer when applicable) New Date last inspected:'... Agreement: The undersigned agrees to ensure therconstruction and maintenance of the afore described on-site sewage disposal system t, 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 issued s Bo d of Health. q Signed Date b 1 $ Application Approved by Date Application Disapproved for the olio ing reasons Permit No. `l r7 l Date Issued -------------------------------------- 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 at jAi�+.Ae o has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. t!e t dated Installer Designer The issuance o, this pe .' sl; 1 no ed as a guarantee that the ' �,, .f1 function as desi -ned. Date /� i Inspecfort } --------------------------------------- No. D/ Fee 1,0 ej THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Xigpog l *pgtem Coty truction Permit Permission is hereby granted to Construct( Repair( )Upgrade( )Abandon( ) System located at L..,°t" ,. !,. P ;k VW li.r -...t 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:Construction must be completed within three years of the date of this permit. Date: Approved by Tc;'rvn of Karnstable ►� rt 9 Y�(� _ I)epn►-hnent of Fleallh,Sifely, an(I Cnvironnlenlnl Services �ofl HE Public He, Division I)nle. 367 nl;lin Street,I lymu,is nIn ozGnl RARNBTAULF ><IASS. 4 9��rfr�n+"�1639. o 0 Bale Scheduled �� �Z ►`�`i Time `b off- / 1---� Soil Suitability Assess»>e»t,fog• Sewage .Uposal I'erfonned Ily:_ LA"-a*A44 • a 1_ Witnessed Ily:__v r��V►Jl)t w - LOCA'IJON & GLNCRAL INFORMATION I.ocition Address Owner's Name Lyje�N�r prkG Address Assessor's bL,p/I'irccl: lingincer's Namc JaLv- L.4-�41�" �( NEM CONS I RUC LION REPAIR I cicphonc II taper j 4o- ZZ J band Use �(L1e�Aw,e� Slopes lSurflce Stones Distances from: Open Wiler Uody h Il l'ossible Wcl Aica_--It*II Drinking Waler Wcll _ Il Driiflagc Way IJ(! A Il PwIml y Line A& SKE T C11: (Street name,dimensions of lot,exact locillons of Iem hoICS rC pelt Ics(S,locale,ec1 Inds in prosimily to holes) \A 1 " r +r i 1 Pnrcnl mitcrial(geologic) Dcpth to I)edrock Deptll to Groundwater: Standing Wiler in IMe: ►J�i_ Wecping from Pit lace �bl Gslimated Seasonal I ligh Groundwater / 251 UL 'ERMINA.m1ON .X�.O1Z S.Ei ASONAL HIGH VVATI.00I'ABL Method Used: Depth ob crved standing hr bs.hole: 0 A ill. Depth to soil mollies: Depth to weeping from side fobs.hole: Grounehvater Adjustnlclll II. ------ --Index Well N Rcndil, Date: If Well Icvc Adj. Cactor Adj.Ooondwatcr l,cvcl - F ERCOLA'IJON T S'I' ii� e. little Observation +11 I He If I in,c it 9" _ Depth of Perc y 'I ` t I'ilnc at G" �S w�l� j�1' �J1 Stitt Pre-soak fine @ 117;51 Mime(9"-6") --- -----JJ-- Gnd I'rc-soak Rile Min./Inch �ry��n Irk Site Suitibility Assessment: Site Passed Site hailed: _ Addiliooal Testing Needed(YIN) Original: Public liciltll Division Observition hole Ua(a To He Comple(ed on Back j Copy: Applicint j APPLICATION FOR PERCOLATION TEST AND OBSERVATION PITS )CATION_ (Z-51bleA-V 0. I.LLAG E ` r ' WeST �A DATE�e� I�®� I'PLICANT i`f-1_p :�s FEE _�. )DRESS (.Non-refundable �- OVA y�5 TELEPHONE NO. 'IGINEER �� p(r��.4 TELEPHONE NO. ATE SCHEDULED �r4� 14 (Applicant' s signature ) . . . . . . . . . O .1. . . . O O O . O C.. O O . . . O . O . O O O . . . . . . O . . . O . . . . . . . . . . SOIL LOG I1D-DIVISION NAME DATE 19ISS- TIME 9 - ��►�+.� YPANSION AREA: YES t/ NO ENGINEER )WN WATER PRIVATE WELL BOARD OF HEALTE EXCAVATOR 1,ZTCH: (Street name, etc. ,dimensions of lot, exact location of test holes and ' percolation tests, locate wetlands in proximity to test holes ) NOTES : i - I v`_�` IV ` -rig , 41 ura .o l = 6 ':RCOLATION RATE: ;ST HOLE NO: -I ELEVATION: TEST HOLE NO: ELEVATION: 1 Lea to l 2 - Svt 30 2 3 - - -.. 3 _ 4 ] 4 ----- 5 5 6 6 -- 7 gay. 7 - 8 9L 8 9 9 10 1,4V4 10 . - 11 _ 11 41. 12 _ _ _ 12 13 156 13 14 . 14 -- 15 _ 15 16 16 'IITABLE FOR SUB-SURFACE SEWAGE : LEACHING FIELD LEACHING PITS LEACHING TRENCHES ]SUITABLE FOR SUB -SURFACE SEWAGE. REASONS: )TE: ENGINEEN?ING PLANS MUST .SHOW NUMBER ASSIGNED ON PERC TEST APPLICATION ".IGINAL: COMPLETED IN ENTIRETY BY P . E . AND RETURNED TO BOARD OF HEALTH _)PY: RETAINED 13Y APPLICANT _ I R.I. Analytical Specialists in Environmental Services CERTIFICATE OF ANALYSIS Envirotech Laboratories, Inc. Date Received: 6/23/99 Attn: Mr. Ron Saari Date Reported: 6/24/99 449 Rte. 130 P.O. #: Sandwich, MA 02563 Work Order #: 9906-05718 DESCRIPTION: BOARQUE & COLE (ONE DRINKING WATER SAMPLE). Subject sample(s) has/have been analyzed by our laboratory with the attached results. Reference: All parameters were analyzed by U.S. EPA approved methodologies. The specific methodologies are listed in the methods column of the Certificate Of Analysis. If you have arr esti,- s regarding this work, or if we may be of further assistance, please contact us. Approve Jame M Michael J. .obin Vice Pres den Quality Control Coordinator enc: Chain of ustody 41 Illinois Avenue, Warwick, RI 02888 950 Boylston Street, Unit 102, Newton Highlands, MA 02461 Tel: (401) 737-8500 Fax: (401) 738-1970 Tel: (617) 965-5133 Fax: (617) 965-5624 ENVIROTECHLABORATORIES,INC. MA CERT.NO.:M-MA 063 449 Rte.1.30 Sandwich, MA 02963 908(888-6460) 1-800-339-6460 FAX(908)888-6446 CLIENT. L Wile LOCATION: Lot 8 ADDRESS: Bourgue &Cole Construction White Birch W Barnstable MA COLLECTED BY. L Wile SAMPLE DATE. 6-17-99 SAMPLE TIME. N/A WATER SAMPLE TYPE: New Well DATE RECEIVED: 6-18-99 LAB I.D. #: 996501 WELL SPECS.: 150'Deep 4"PVC Well 20 GPM RESULTS OF ANALYSIS: Parameters Units Recommended Results Method Date Analyzed Limits Coliform bacteria /100ml 0 0 9222 B 6/18/99 pH pH units 6.5-8.5 7.28 4500 H+ 6/18/99 Conductance umhos/cm 500 ill 120.1 6/18/99 Nitrate-N mg/L 10.0 0.60 300.0 6/18/99 Sodium mg/L 28.0 11.0 200.7 6/18/99 Iron mg/L 0.3 0.02 200.7 6/18/99 Manganese mg/L 0.05 0.008 200.7 6/18/99 Potassium mg/L 20.0 0.4 200.7 6/18/99 Calcium mg/L N/A 6.0 200.7 6/18/99 Magnesium mg/L N/A 3.1 200.7 6/18/99 Hardness(as CaCO3) mg/L 500 27.8 200.7 6/18199 Alkalinity mg/L 200 23.0 2320 B 6/18/99 Sulfate mg/L 250 3.8 300.0 6/18/99 Chloride mg/L 250 16.6 300.0 6/18/99 Color APC units 15.0 5.0 2120 B 6/18/99 Turbidity NTU 5.0 3.9 2130 B 6/18/99 Volatile Organics ug/L See report. None Detected. EPA 524.2 6/24/99 WATER MEETS EPA STANDARDS AND IS SUITABLE FOR DRINKING PURPOSES FOR PARAMETERS TESTED. Date � �-�L aJ. Sa i Laboratory D&aor <=less than >=greater than TNTC=too numerous to count Page 2 oJ3L R.I. Analytical Laboratories, Inc. CERTIFICATE OF ANALYSIS Envirotech Laboratories, Inc. Date Received: 6/23/99 Approved by: Work Order# 9906-05718 R.I. A Sample#: 001 SAMPLE DESCRIPTION: 996583 6&8 WHITE BURCH 6/22/99 SAMPLE DET. ANALYZED PARAMETER RESULTS LIMIT UNITS METHOD DATE/TFv1E ANALYST Volatile Organic Compounds Bromodichloromethane <0.5 0.5 ug/1 EPA 524.2 6/24/99 11:16 RAM Bromoform <0.5 0.5 ug/1 EPA 524.2 6/24/99 11:16 RAM Dibromochloromethane <0.5 0.5 ug/1 EPA 524.2 6/24/99 11:16 RAM Chloroform <0.5 0.5 ug/1 EPA 524.2 6/24/99 11:16 RAM 1,2-Dibromoethane(EDB) <0.5 0.5 ug/I EPA 524.2 6/24/99 11:16 RAM Benzene <0.5 0.5 ug/1 EPA 524.2 6/24/99 11:16 RAM Carbon Tetrachloride <0.5 0.5 ug/l EPA 524.2 6/24/99 11:16 RAM 1,2-Dichloroethane <0.5 0.5 ug/l EPA 524.2 6/24/99 11:16 RAM Trichloroethene <0.5 0.5 ug/I EPA 524.2 6/24/99 11:16 RAM 1,4-Dichlorobenzene <0.5 0.5 ug/I EPA 524.2 6/24/99 11:16 RAM 1,1-Dichloroethane <0.5 0.5 ug/1 EPA 524.2 6/24/99 11:16 RAM 1,1,1-Trcchloroethane <0.5 0.5 ug/1 EPA 524.2 6/24/99 11:16 RAM Vinyl Chloride <0.5 0.5 ug/l EPA 524.2 6/24/99 11:16 RAM Bromobenzene <0.5 0.5 ug/l EPA 524.2 6/24/99 11:16 RAM Bromomethane <10 10 ug/I EPA 524.2 6/24/99 11:16 RAM Chlorobenzene <0.5 0.5 ug/l EPA 524.2 6/24/99 11:16 RAM Chloroethane <5 5 ug/I EPA 524.2 6/24/99 11:16 RAM Chloromethane <5 5 ug/I EPA 524.2 6/24/99 11:16 RAM 2-Chlorotoluene <0.5 0.5 ug/1 EPA 524.2 6/24/99 11:16 RAM 4-Chlorotoluene <0.5 0.5 ug/l EPA 524.2 6/24/90 11:16 RA Dibromomethane <2 2 ug/l EPA 524.2 6/24/99 11:16 RAM 1,3-Dichlorobenzene. <0.5. 0.5 ug/1 EPA 524.2 6/24/99 11:16 RAM 1,2-Dichlorobenzene <0.5 0.5 ug/l EPA 524.2 6/24/99 11:16 RAM trans-1,2-Dichloroethene <0.5 0.5 ug/1 EPA 524.2 6/24/99 11:16 RAM cis-1,2-Dichloroethene <0.5 0.5 ug/I EPA 524.2 6/24/99 11:16 RAM Methylene Chloride <0.5 0.5 ug/l EPA 524.2 6/24/99 11:16 RAM 1,1-Dichloroethene <0.5 0.5 ug/I EPA 524.2 6/24/99 11:16 RAM 1,1-Dichloropropene <0.5 0.5 ug/l EPA 524.2 6/24/99 11:16 RAM 1,2-Dichloropropane <0.5 0.5 ugll EPA 524.2 6/24/99 11:16 RAM 1,3-Dichloropropane <0.5 0.5 ug/l EPA 524.2 6/24/99 11:16 RAM 1.3-Dichloropropene <0.5 0.5 ug/I EPA 524.2 6/24/99 11:16 RAM 2,2-Dichloropropane <0.5 0.5 ug/1 EPA 524.2 6/24/99 11:16 RAM Ethylbenzene <0.5 0.5 ug/I EPA 524.2 6/24/99 11:16 RAM Styrene <0.5 0.5 ug/I EPA 524.2 6/24/99 11:16 RAM 1,1,2-Trichloroethane <0.5 0.5 ug/I EPA 524.2 6/24/99 11:16 RAM 1,1,1,2-Tetrachloroethane <0.5 0.5 ug/l EPA 524.2 6/24/99 11:16 RAM 1,1,2,2-Tetrachloroethane <0.5 0.5 ug/1 EPA 524.2 6/24/99 11:16 RAM Tetrachloroethene <0.5 0.5 ug/l EPA 524.2 6/24/99 11:16 RAM Page 3 of 3 R.I. Analytical Laboratories, Inc. CERTIFICATE OF ANALYSIS Envirotech Laboratories, Inc. Date Received: 6/23/99 Approved by: Work Order# 9906-05718 R.I. nalyti6 Sample#: 001 996583 6 &8 WHITE BURCH 6/22/99 SAMPLE DET. ANALYZED PARAMETER RESULTS LMT UNITS METHOD DATE/TEVIE ANALYST 1,2;3-Trichloropronane <0:5 0.5 ag/1 . EPA 524.2 6/-24/99 11:16 RAM Toluene <0.5 0.5 ug/1 EPA 524.2 6/24/99 11:16 RAM Xylenes <0.5 0.5 ug/1 EPA 524.2 6/24/99 11:16 RAM 1,2-Dibromo-3-Chloropropane <10 10 ug/1 EPA 524.2 6/24/99 11:16 RAM Bromochloromethane <1 1 ug/1 EPA 524.2 6/24/99 11:16 RAM n-Butylbenzene <0.5 0.5 ug/l EPA 524.2 6/24/99 11:16 RAM Dichlorodifluoromethane <0.5 0.5 ug/l EPA 524.2 6/24/99 11:16 RAM Trichlorofluoromethane <0.5 0.5 ug/1 EPA 524.2 6/24/99 11:16 RAM Hexachlorobutadiene <0.5 0.5 ug/1 EPA 524.2 6/24/99 11:16 RAM Isopropylbenzene <0.5 0.5 ,ug/1 EPA 524.2 6/24/99 11:16 RAM p-Isopropyltoluene <0.5 0.5 ug/l EPA 524.2 6/24/99 11:16 RAM Naphthalene <0.5 0.5 ug/1 EPA 524.2 6/24/99 11:16 RAM n-Propylbenzene <0.5 0.5 ug/1 EPA 524.2 6/24/99 11:16 RAM sec-Butylbenzene <0.5 0.5 ug/1 EPA 524.2 6/24/99 11:16 RAM tert-Butylbenzene <0.5 0.5 ug/1 EPA 524.2 6/24/99 11:16 RAM 1,2,3-Trichlorobenzene <0.5 0.5 ug/1 EPA 524.2 6/24/99 11:16 RAM 1,2,4-Trichlorobenzene <0.5 0.5 ug/1 EPA 524.2 6/24/99 11:16 RAM 1,2,4-Trimethylbenzene <0.5 0.5 ug/1 EPA 524.2 6/24/99 11:16 RAM 1,3,5-Trimethylbenzene <0.5 0.5 ug/1 EPA 524.2 6/24/99 11:16 RAM Methyl Tertiary Butyl Ether <1 1 ug/1 EPA 524.2 6/24/99 11:16 RAM n-Hexane <10 10 ug/l EPA 524.2 6/24/99 11:16 RAM SURROGATES RANGE EPA 524.2 6/24!99 11:16 RAM, 4-Bromofluorobenzene 81 80-120% EPA 524.2 6/24/99 11:16 RAM' 1,2-Dichlbrobenzen?-d4 87 80-i20% EPA 524.2 6/24/99 11:16 RAM No.-f'Y--`� -`- Fee--- BOARD OF HEALTH TOWN OF BARNSTABLE Zip ,pIicat ion ArVell Congtruct ion Permit Application is hereby acfe for a pe it to Construct (�, Alter ( ), or Repair ( )an individual Well at: ��'' C tam, AQ� P !a Cuff ?. . - -------------------------------------- ------------ ------------------------------- ---------- Location - Address ) Assessors Map and Parcel Owner Address —�— I =�� l-- - --- ----- - -- - - ��Da J-'-- -- ------ --------------- Installer - Driller ss Type of Building 1� ASSESSA U P NO. - Dwelling---Pus - PARCEL N0:_ °.- Other - Type of Building ----------- No. of Persons----------------------______—__________ Type of Well- ----"--- - --—-- - Capacity---- - ---— ---- - ---— Purpose of Well--//�•t�et 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 Certificat .of ompliance has been issued by the Board of Health. &_-� _3�3/C`1 g - — date Application Approved B id' _ �!4 --- --— it'�� date Application Disapproved for the following reasons:------ ----------___—__________—__—_—___—_ date Permit No. ---- Issued=✓-- - ----- -- - date BOARD OF HEALTH TOWN OF BARNSTABLE - (Certificate Of Compliance THIS IS TO CERTIFY, That the Individual Well Constructed (41, Altered ( ), or Repaired ( ) by------- UA&O"8-- — ----- -- -- - - -- - ------ --- ff�� /� Installer — at----4 67- ?• f�/�t 1, IVJ r has been installed in accordance with the provisions of the Town of Barnstable�Board of Health PrivateWell Protection Regulation as described in the application for Well Construction Permit N4!� Y--'--P Dated' J THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE-------- - Inspector-- --- - -- ----- —- -- No A----`------ = / Fee--- BOARD OF HEALTH TOWN OF BARNSTABLE Applicat ion ArWell Congtructionpermit Applicattion is hereby ni-ade fir a teit to Construct Altertl( ), or Repair ( )an individual Well at: ------------- ------- —— -- -- -------- --------------------- Location Address f Assessors Map,and Parcel ---`------w----�-Co---f ---------------- __—___�� L b7 8 -^ r�t--c%-- Owner Address to- Installer - Driller Address / Type of.Building Dwelling ��w s Other - Type of Buil ding,,--- ---- No. of Persons--------------------------__—__—______. rr Type of Well-L�r--- —= ---—== Capacity---- 4------------------------- Purpose of Well--- 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 Certificat .of ompliance has been issued by the Board of Health. date Application Approved B4� s date Application Disapproved for the.following reasons:-------------------- ______________—__—___—_____—_ ------ -------------------------------------------------------- - date Permit No.-��'�-��'--�1 - --- Issued-- -- - ------ date •e�.!..si!49a!xaa:•r:9.e.}:!iQi.a!a�rie:<a±:gas;}aeo!!a!�iis.+4:sioisaeas�ea�a}iva}�a+r4r4+afeigaeaaaeawiaiwa�iwievsawsavasi+•,a�aieame+sla�ivaeesania94sasaei}iei!i4aaa}i!a sa�.si�a BOARD OF HEALTH TOWN- OF BARNSTABLE (Certificate Of Compliance THIS IS TO CERTIFY, That the Individual Well Constructed (vj, Altered ( ), or Repaired ( ) cli..�kA ------------------------------------------------------------ ----- / Installer LoT w ,` l ,`;L_L, tA.7G at- -— --- -- - - =---------- 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 Nd!� ' -- Dated 1-4 THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE----- —- - Inspector—_------- ---- —- —_- •e!wti}iNi±i!i!i}i!i!49aldtif8}i►i9aAi4il:nfiYi.i9iTisiKUi}ilRYlaP4KliT4Nli}of0!Y}i►i!afi}4fi!i!i}►ta}G1i7iTiTf!i!i�Y e�i'+a�'►4a!a!i?ilEdti!i!iaili!i!a�o_i i.i.d!i!4.4 BOARD. OF..HEALTH..__. TOWN OF BARNSTABLE Well Cog5tructionpermit No.1I!' Fee_ - Permission is hereby grantedto Construct ( ",'Alter ( ), or'Repair ( ) an Individual Well at: — ----------------------- Street as shown on the appl' ati n for a Well Construction Permit No. -� � . ---= Dated _----------------------- -- Board of Health DATE— 6d TOWN OF BARNSTABLE 4 LOCATION ; � '/,2 i ""/4�SEWAGE # ` 4 VILLAGE . ,Z ASSESSOR'S MAP & L01719 Z—0-32 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) G1,e (size) +K 7 NO.OF BEDROOMS � y BUILDER OR OWNER PERMUDATE: Z/ ��. COMPLIANCE DATE: 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..gf leaching facility Feet i Furnished by P f .22 --------------- L• ,7 Town of Biirnstable 1' it 9 L/ '✓ Depnt•hllent of health,Safely,an(I Environmental Services �of� Public ,health Division Date P 367 Main Street,I lyannis MA 02601 BA RNSTA B M TtA&9. 'v AI r.". bale Scheduled -Tv.Y oZ� 1°l�� Lime Fee I'll. f 1639. Soil Suitability Assessnnent for Sewage Disposal Performed 13y: �atE� l Witnessed BY: jo OCA,TION GEN1=I�Z-AL INFORMATION Location Address wner's Name R&,L p ���� t Address Assessor's Map/Parcel: w Linginecr's NamJ e Ae-V- Lam" NEW CONSTRUCTION r REPAIR hclephonell VP&—�3 40— Z'Z Land Use _ Slopes(%) '3 ^� Surface Sloncs � Distances from: Open Wi(cr Hody u R Possible WO Arca n Drinking Water Well 41F It Drailta ge Way t --- --- b } � Il I'roperly I,inc �II OIhcr Il SKETCH: (Street name,dimensions of lo(,exact locations of lest holes&Pere tests,locate wetlands in proximity to holes) � I +t t �1 Parent material(geologic) Depth to Bedrock Depth to Groundwater: Standing Water in IIole: ►J�i Weeping from Ili(Dace Estimated Seasonal Iligh Groundwater ,251 DLTCl�I1YNATION .I!'(�tt SrtSO(VAT IIIGIIA`CI+,It'I'A13L Method Used: V�in Depih Ob crved stan hole: 1Jl A in. Dcplh to soil mottles: /!,Depthtoweepingfros.hole: m. Groundwater Adjushncnt lodex Well N_ Rending Dale:_ _ Imes Well level, Adj. factor Adj.Groundwater Level 1tcQLA hloN 't Is r »MIS hi(ilc Observation f I late ff Timc it 9" _ 1Ay111I" 1 4 Sit � Depth of Pere 301, Dine it G" Slmi I'rc-soak"time(� 10:51 Time(9"-6") End Pre-soak II�0(P Rile Min./Inch Site Suitability Assessment: Site Pissed Site hailed: Addilionil'Icsling Needed(YIN) Original: Public I►cilth Division Observation [tole Data To Be Comple(ed on Bnc1c j Copy: Applicant a � DEEP OBSERVATION HOLE LOG Hole #': Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,%Gravel .A (p —46 it �arrw. iL b b 4e,- i l6 V0b ....._.... _. ........__ ....... _ _............. _ _ ........... ..._... ..... _._ . DEEP` IBSERVATION HOLE LOG Hole# z Depth from Sbil Honzon Soil Texture Sor Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,%Gravel .b 12f d o lip" DEED OBSERVATION HOLE LOG Hole# .. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,%'Gravel DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,%Gravel I Flood Insurance Rate Mao: / Above 500 year flood boundary No_ Yes ✓/ Within 500 year boundary No v des Within 100 year flood boundary No— Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? _'`7" If not, what is the depth of naturally occurring pervious material? Certification I certify that on b� v 9 Co (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. Signature Date ZQi 9 F.F. ELEV.=122_0 o'min. SEE #11 UNDER GENERAL NOTES ELEV.= 119_9 4" CAST IRON OR CONCRETE COVERS ELEV.= 119_5 SCHEDULE 40 P.V.C. 4" CAST IRON OR 4" DIA. SCHEDULE 40 PERFORATED PLASTIC PIPE SCHEDULE 40 P.V.C. END CAPS ON ALL PIPES SLP.= 0 005 5' ON CENTER 12 min A 3" LAYER OF DIST.=10' 1/8'-1/2" SLP.=0.02 CONCRETE COVER WASHED STONE INVERT DIST.=10' DIST.=1_ FIAW LINE SLP.=0_02 --- 0�0�0�0� "o"o"o"o"o"o"o"o"o"o"o"o"o"o"o o"o"o"o"o"o o"o"o"o"o"o"o`•o`•o"o" E ELEV.= 117_00 116.8 _ INVERT ELEV._---- 19" ELEV.= 116_18 00000000 000000000000000000000000000000000000000000 00000000000o000000000� 10' MIN. 0 t 6" LAYER OF ELEV.= 116_55 116.3 °o°. /a" To 1-1/z' GAS BAFFIE ELEV._ ELEV.= 116_18 Lo v v v u c� o o U U o C`WAS STONE SCHEDULE 40 P°.v.C. DISTRIBUTION BOXo 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 .,o�o 0 0 0 0 0 0 0�0�0�0� ono o„o 0 0„0„0, ELEV.= 115.5 USE STONE A 1500 GALLON SEPTIC TANK TO BE WET TESTED IF TO LEVEL THE TO BE PLACED ON MORE THAN ONE OUTLET. BED AS NEEDED. 6.5't 6" OF STONE OR TO BE PLACED ON MECHANICALLY COMPACTED SOIL. 6" OF STONE OR — — — — — USE A TANK WITH THREE COVERS. MECHANICALLY COMPACTED SOIL. BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE ELEV SOIL TEST DONE BY. R. FAIRBANK P.E. WITNESSED BY: J. CONLON ---------- PERCOLATION RATE: _*___MIN/INCH P# 3884 : 3r ;AYER-OF THE PERC. RATE � � � � � � � � � � � � � 1B_�/� TEST HOLE 1 DATE: 0111�85_ ELEV._=-.0 __ wAs NOT NOTED o;o 0;o o;o ;J 0 ;o 0 IYASN6D 4ONE PROFILE OF °o°boo ooioo° JA�M+p2F . DEPTH HORIZON TEXTURE COLOR MOTT. OTHER MSHgD 9 E SEWAGE DISPOSAL SYSTEM 0"-30" LOAM AND 4 PERFORATED PIPES NOT TO SCALE SUBSOIL SECTION A-A GENERAL NOTES: 30"-96" SILTY SAND AND SAND 1. THIS PLAN IS FOR THE CONSTRUCTION OF A NEW SEWAGE DISPOSAL SYSTEM. 2. PLAN REFERENCE Bk 406 Pg 9 LOT 8 BARNSTABLE REG. OF DEEDS. 3. THIS PLAN IS FOR THE INSTALLATION /REPAIR OF SEPTIC SYSTEM 4. ALL ANDAND MATERIALS S NOT TO BE USED FOR HALLNCONFORM TOD ZONING UD EOPES. 96"-156" GRAVEL NO H2o DESIGN DATA: TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS ENC'D FOR THE SUBSURFACE DISPOSAL OF SEWAGE, NUMBER OF BEDROOMS FQIIB�41____ 5. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN TEST HOLE 2 DATE: _______ ELEV._______ GARBAGE DISPOSAL 12" OF THE FINISHED GRADE. DEPTH HORIZON TEXTURE COLOR MOTT. OTHER NONE_(9)-_ .. 6. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE TOTAL ESTIMATED FLOW 444_____ GPD SAME, UNLESS NOTED BY FINAL CONTOURS. ( 11D--_ GAL/BR./DAY X -4---- BR. ) 7. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR SEPTIC TANK CAPACITY _MCLO- GAL__ WITHIN 10' OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN 10' OF DRIVES OR PARKING LEACHING AREA REQUIREMENTS AREAS UNLESS NOTED. 8. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL SIDEWALL AREA 9____ GAL/S.F. BE MORTARED IN PLACE. BOTTOM AREA _�OSL GAL/S.F. 9. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. LEACHING CAP.(BOT. & SIDEWALL)_ 444_ GAL. 10, THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. RESERVE LEACHING CAPACITY _444 GAL. 11, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AFTER THE FIELD HAS BEEN EXCAVATED SO SOIL SUITABILITY CAN BE VERIFIED. APPLICANT: BOURQUE AND COLS DATE: 01/15/99 SHEET 2 OF 2 JOB # 785 5�0 s k c.s BENCHMARK p (fnd) TOP OF CATCH / �� (fnd) BASIN EL= 100.0 (AS / (fnd)• o LOT 8 0~ ' ASSESSORS MAP 128 ti J e ASSESSORS LOT 32 4D j - - - - - '� Oy6 /C.B.. I LOT 7 114 115 _ �r _ ZONING DISTRICT: "RF" WATER RECHARGE AND PROTECTION DISTRICT: "GP" FLOOD ZONE: ..C,. S7 � l` l , •,. t x� �N"+i° � �� }�r is N43t'� (r�,• �!L!T�./(./ 9 / / / 6' / I / V'Q�\ TPva Ot / ► NEU so v (fnd) � ' W / es•0' 110 ` I 12� ' P. It C 060 - '' � I � 1 ► 1 11 ► ► / ` �� l3� per- —__— - - �J = _ SITE PLAN LOT 9 / ,� M� , / / ; / / _ i PREPARED FOR 10, BOURQUE and COLE / ♦ / / 1 0 / / LOT 8 WHITE BIRCH WAY OF VENT ' BARNSTAHLE, MA / / / ' �' / ' PIPE= J. E. LANDERS-CAULEY, P. E. g 73 3 CIVIL ENVIRONMENTAL ENGINEERING P.O. BOX 364 WEST FALMOUTH, MA 02574 - - - �� �� / (508) 540-7733 ph. (508) 540-3022 ph. GRAPHIC SCALE ', 11� /- / ' 508 540 - 3344 fax 70 0 to 70 40 80 - � �� / / 1 (R ASS. 128-32 DATE: 01115199 SCALE: 1" = 30' DRAWN BY: JDR IN FEET t Inch = zo tt -(fnd)' JOB NO. 785 SHEET: 1 OF 2 - � / 1 F.. a � 1 ! ! 1 i i 1(r 11. t r�FD.ux 1 g i { 1 t JN ca BENCXA/ARK O, � � '� (And) 70P OF CA7CX / �y�p� (md) BASIN EL= 100.0 (AS UMED) �'ti may - LOT 8 lk 47,141 t S.F. tio~ ASSEJ ASSESSORS MAP 128 SSORS LOT 32 M LOT 7 sp 'oJ 115 1 ZONING DISTRICT: "RF" WATER RECHARGE AND PROTECTION DISTRICT. "GP" FLOOD ZONE: "C" UT/1JTIE 109 I 44 (!nd) Vint � 110 - 112 A� OF �yq`rs9cy _ o OHN 0. 35101 - - - ��' ISTEREO _ •` _ o.� 133 ti, / / / ' 1 - - -~ " SITE PLAN LOT 9 % v`v o ,/ / i I 1 / ' ► l _ / — "; PREPARED FOR p OF VENTtititi�m / ,/ ► ►' /� ' BOURQUE and COLE LOT 8 WHITE 'BIRCH WAY ' BARNSTABLE MA ;a PIPE'= l ' J 5 - ,, �� , , J. E. LANDERS-CAULEY, P. E. _ -,A36 /�� ', CIVIL ENVIRONMENTAL ENGINEERING P.O. BOX 364 WEST FALMOUTH. MA 02574 GRAPHIC SCALE - '1 A� ' ' (508) 540-7733 ph. (508) 540-3022 ph. m o io ao a eo / 11 /. 508 540 - 3344 fax � - L / . ASS.#128-32 DATE: 05 07 99 c of FEE1, ;'x� $ SCALE: .1" = 30' DRAWN BY. JDR JOB N0. 785-1 SHEET: 1 OF 2'-; i 1 � t CA (&d) TOPBENCHMARKOF CAYVH BASIN EL too.o ASSESSORS MAP 128 ASSESSORS LOT 32 (mod) LOT 8 47,141f S.F. Doti R CIA- Ik _----- ti ��'015 -- ; LOT 7 _0 -------------- Cs/ _--- --- - -- -" -------- -`.'�`------------------ d ,�/ ---- ------------- -- .ExIS'I'ING - ----- ;9 LOCUS MAP / ---' ---- - !� DEC r --- �,i:` '• 1 /UTILITY - 109 _3 i 041 lac , tea• _zp8 ,; l ST w� ,r 110 EXISTING i w� _G ,\ ; // '; ;� i ; ;`;`;\i, ZONING DISTRICT: "RF" WELL jSpO - - C� ` ,i ; ---- 111 -------- WATER RECHARGE AND / // ;I j 1 �,�,•' PROTECTION DISTRICT. "GP" i ro / i ' i •'�• • `; -- - 112 FLOG ONE "C" wA NOTES -lip 6� !�� j `� j (fnd PRECISE LOCATION OF SEWERAGE 0' ,' SYSTEM SHALL BE FIELD VERIFIED PRIOR TO INSTALLATION. 11 L i ELEVATION OF FIRST FLOOR SHALL 5 S'�RIPb ! 'i i ' BE VERIFIED BY THE CONTRACTOR. O �t i -- - � ___- -= i i � i '••,,` ALL EXISTING SEWERAGE SYSTEM I3l COMPONENTS TO BE ABANDONED SHALL BE DISPOSED OF AT A 1 1 SUITABLE LANDFILL. ti 3 C;� ;' � ' �-- SITE PLAN LOT 9 ' _ ,M om. ,�-- PREPARED FOR M BOURQUE and COLE Oe, ti��� ' �" f - OF �I" OF �qs� _ ;• ~~ti`� 101 WHITE BIRCH WAY Jo .N ti VENT:' ' ; ti 1yo ti' =' j';• BARNSTABLE, MA DE CAULEY T PIPE' J.E. LANDERS-CAULEY, P.E. $� CIVIL ENVIRONMENTAL ENGINEERING . 35101 P.O. BOX 364 WEST FALMOUTH, MA 02574 (508) 540-7733 ph. (508) 540-3022 ph. 0 15' 30' 45' 60' -, li 508 540 — 3344 fax ASS. 128-32 DATE: 12 12 06 SCALE: 1" = 30' SCALE: 1" = 30' DRAWN BY. DLC REV.1 24 07 DLC JOB NO. 785-06 SHEET: 1 OF 2 W.F. ELEV.=122_0 ELEV.=119_9 20'MIN. ELEV.=119f (MAXIMAN) 4" CAST IRON OR CONCRETE COVE SCHEDULE 40 P.V.C. / 4" CAST IRON OR 4" DIA. SCHEDULE 40 PLASTIC PIPE / SCHEDULE 40 P.V.C. " A 3" LAYER OF DIST.=10 -0.005 12 IN. SLP.=0.02 SLP.----- ., INVERT DIST.=ss.70' CONCRETE COVER DIST.=17_30 WASHED STONE 117.0 116.8 FLOW LINE SLP.=0_Ol o"o"o"o" "o"o"o"o o"o"o"o"o"o"o"o"o"o 0 0 0"0"o"o"o o"o"0"0"0"0"0"0"0"0"0" ELEV._---- INVERT ELEV.=---- — ELEV.= 115_6 0000°000 00000000000000000000°00000000000°0°0°0°0°0 0°0°0°0°0°0°0°0°0°0°0 10" MIN. 19" _o_o_o_o o_o_ o_o_o_o o_o_o_o_ o_o_o_ _o_o_o_o o_o_o_o_o_o_ THE LENGTH OF ELEV.= 116_55 < 6" LAYER OF OUTLET TUH Is ELEV.= 115_8 ELEV.= 115_71 o c ® ® o 0 0 /4" TO 1-1/2" DETERZ�IBD BY THE 4" CAST IRON OR o p u p U L V p p C ASHED STONE LIQUII) DEPTH OF �,,0 0 0 0 0 0 0 0 0�0�0�0� - 0�,0 0„0 - 0 - 0�0„0� ELEV.=113.6_ TFIE TANnc USED. SCHEDULE 40 P.vc. DISTRIBUTION BOX (SSE CHART AT RIGHT) IF MORE THAN 3' OF COVER. LIQUID OUST TEE USE H-20 LOADING USE STONE A 1500 GALLON SEPTIC TANK DEPTH BE'OWZNCs�TO BE WET TESTED IF TO LEVEL THE WIGGINS 500 GALLON CHAMBERS TO BE PLACED ON 5 FEE .......19 INCHES MORE THAN'ONE ONE OUTLET. BED AS NEEDED. (H-20 LOADING) OR EQUIVALENT 5.3 T. 6" OF STONE OR 6 FEET.......24 INCHES TO BE PLACED ON 1 SEE 310 CMR 6" OF STONE OR ___-_____ MECHANICALLY COMPACTED SOIL 15.227 (6) MECHANICALLY COMPACTED SOIL. BOTTOM of TEST HOLE OR USGS PROBABLE WATER TABLE ELEV =108.3 USE A TANK WITH THREE COVERS. USE H-20 LOADING SOIL TEST DONE BY: J.E. LANDERS-CAULEY P.E. IF MORE THAN 3' OF COVER. WITNESSED BY: DONALD DESMARIS _____ �� �� I9 PERCOLATION RATE:_5---MIN/INCH P# NON ' / 1 1? 9- I oe TEST HOLE 1 DATE: 111206_ ELEV:_ 2 -- 0 �, PROFILE OF DEPTH HORLbON TEXTURE COLOR MOTT. OTHE SEWAGE DISPOSAL SYSTEM I CERTIFY THAT I AM CURRENTLY APPROVED BY THE 0-36" FILL DEPARTMENT OF ENVIRONMENTAL PROTECTION PURSUANT NOT TO SCALE TO 310 CMR 15.017 TO CONDUCT SOIL EVALUATIONS 36-44" 0/A LOAM AND BY MET THE CONSISTEN TSIWTI'HGIVEN THE REQUIRED TRAINING, — T"- 44-66" B LOAM lOYR 5/8 z EXPERTISE, AND EXPERIENCE DESCRIBED IN 310 CMR STRIPOUT TO 132" \ 0 15.017. I FURTHER CERTIFY THAT THE RESULTS OF GENERAL NOTES: 66-132" SANDY LOAN lOYR 5/6 tzi MY SOIL EVALUATION, AS INDICATED ON THE ATTACHED SOIL EVALUATION FORM, ARE ACCURATE AND IN 132-164" ' SAND lOYR 5/6 ACCORDANCE WITH 3 0 CMR 15.000 THROUGH 15.017. 1. THIS PLAN IS FOR THE CONSTRUCTION OF A NEW SEWAGE DISPOSAL SYSTEM. SOME COBB 2. PLAN REFERENCE BK 406 PG 9 LOT 8 BARNSTABLE REG. OF DEEDS. NO H2O, N MOTT., NO PERCHED H2O. 3. THIS PLAN IS FOR THE INSTALLATION /REPAIR OF SEPTIC SYSTEM AND NOT TO BE USED FOR SURVEYING AND ZONING PURPOSES. # SOILS LE IS LOAMY S CCORDING TO TI BETTS E G.. SIGN DATA: 4. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. SIEVE TEST. C OIL D CLASS 2. TITLE 5 AND THE TOWN OF BARNSTABLE, MA RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. NUMBER OF BEDROOMS 'QIZ8-(4)-___ 5. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN TEST HOLE 2 DATE: ELEV. 12" OF THE FINISHED GRADE. DEPTH HORItaON TEXTURE COLOR TT. OTHER GARBAGE DISPOSAL NONE (.Q�_____ 6. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE TOTAL ESTIMATED FLOW 44Q----- GPD SAME, UNLESS NOTED BY FINAL CONTOURS. 7. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE GAL /BR./DAY X ___ BR. ) OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR SEPTIC TANK CAPACITY -150- GAL _ WITHIN 10' OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN 10' OF DRIVES OR PARKING LEACHING AREA REQUIREMENTS AREAS UNLESS NOTED. B. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL SIDEWALL AREA �1Q GAL./S.F. BE MORTARED IN PLACE. BOTTO 5SL_ GAL S.F. 9. /NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH 736.5 SFg 0.60 G SF. 441.9 DEEDED OR ZONING REGULATIONS. OWNER APPLICANT IS TO --gyp/ OBTAIN SUCH DETERMINATION ''ROM APPROPIATE AUTHORITY. g LEACHIN & SIDEWALL)_441.9 GA, 10. THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR,_ TO ANY EXCAVATION. RESERVE LEACHING CAPACITY _441.9 Gam,• 11. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AFTER THE FIELD HAS BEEN , EXCAVATED SO SOIL SUITABILITY CAN BE VERIFIED. - APPLICANT: BOURQUE AND COLE DATE: 1/24/07 SHEET 2 OF 2 JOB ## 785-06