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HomeMy WebLinkAbout0012 UNCLE WILLIES WAY - Health i) • 12 Uncle Willie's Way . .Yc '292'"327 .' Hyannis u TOWN OF BARNSTABLE LOCA.TTON l ��IG�/,� �U/l��S Gl� � SEWAGE # VILLAGE f7`�4 ASSESSOR'S MAP & LOTe f2 INSTALLER'S NAME&PHONE NO.,fD,F' SEPTIC TANK CAPACITY 1b0 D - / I LEACHING FACILITY: (type) 2/ I D.OG//"t/.1de_Y (size) NO. OF BEDROOMS y BUILDER OR OWNER )i rl /Vr 64GL10.S PERMITDATE: — °�"�d 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 fe t of leaching/facility Feet Furnished by -� ,�-; i ,.�g£ ,b� �.�a � y I c S �� I n No. `� Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 9PPfication for Nsposal *pstem Coustruttion Permit Application for a Permit to Construct(Repair( grade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.12 (/vt C.I6- Wi ll -c:S Wjd wner's Name,Address,and Tel.No. Assessor's Map/Parcel Hy'Vh"`s /?Away Installer's Name,Address,and Tel.No. OS-2'8a-7951 Designer's Name,Address,and Tel.No. ,!0 `f42- 2922 ✓os ek-4 a [3,V•0-os Uh rr-te! G c oar A*AWlt'baf Type of Building: Dwelling No.of Bedrooms _ Lot Size sq.,fl. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) �� gpd Design flow provided , S gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) 2&_4rA91Z n/gcu 0-/.30A G &—&e.,,f' rV Ing G r_ of o cv�1 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 Certificate of Compliance has been issued by this Board of Health. Signed y4e Date Application Approved by > Date Application Disapproved by Date for the following reasons Permit No. v� a Date Issued No. � yl � _ Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: _PUBLIC HEALTH DIVISION'-TOWN-OF BARNSTABLE, MASSACHUSETTS­! +Yes ftplitatlon for MlsPosaf 6potem Const rtlon 3permlt Application for a Permit to Construct(4j. --Repair(c)—Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Wi//i i ;- Gc,,,j Owner's Name,Address;and Tel.No. Assessor's Map/Parcel 1 2 _ 172 7 Installer's Name,Address,and Tel.No. ,"i1 4'• % ' Designer's Name,Address;and Tel.No. j- 147 !/ ,a���-saw if �`�yli �'�J'>i"✓<'�, `���i /�'S f-�� �.�:-�r�✓�c:� Type of Building: ' Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) L��y gpd Design flow provided �j s gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) %s;s T�4 (/.'sue �, i G;�r L i=r�rl s !7/ a E/i/f OF /', 1'1 i7 5 /f i7✓ f /1 /% f E` 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 Certificate of Compliance has been issued by this Board of Health.. Signed Date 1____T Application Approved by Date 6 Application Disapproved by Date for the following reasons Permit No. p.O I 0 Date Issued 6 - .Z o THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS .Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed Repaired( u)- Upgraded( ) Abandoned( )by ,w>-Y��� 0-.' lr9Y�✓ S at 1,9 UO,- /�,/�i ,t` �ir1�. t has been constructed in accordance with the pro/visions of Title 5 and the for Disposal System Construction Permit No.a 0/0 ` I�O 4 dated Installer Jo r rn ; 1/, Designer #bedrooms 19 q Approved design flow �'I b gpd The issuance of t/his ermit shall not be construed as a guarantee that the system will fµficfi as designe . Date {`��/� Inspector V 1,(/1, � -- ---- -- ------.---- - = -- No �� y _ r r Fee r7 I THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction i3ermit Permission is hereby granted to Construct Repair( c) Upgrade( ) Abandon( ) System located at /Z a i� Nl ' s`u and as described in the above Application for Disposal System Construction Permit. The applicant recognized 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 (U Approved by Town of Barnstable �p'THE Regulatory Services Thomas F. Geiler, Director MAM Public Health Division Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 503-362-4644 Fax: 503-790-6304 Installer & Designer Certification Form Dater Sewage Permit# Assessor's Map\Parcel !2 9'2 —32� Designer: I °�Y�°1'� 1f t.C,� g Installer: Address: �QRJVY or-'bQ/ Address: On rL e,,< 4 Z�/.LTwas issued.a permit to install a (date) (installer) septic at se lV P Y � based on a design drawn by i (address) dated (a i5 ,fib (designer) I certify that the septic System referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic systemreferenced above was inst�a 1 d with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Loc\Regulations. Plan revision or certified as-built by designer to follow: OF ,ygss Gvti/�r� DAR ME R (Installer's Signature) 4 o--'1140 51 SANITAR\I'� (Designers SignatuIBARNS (Affix Designer's Stamp Here) -.T PLEASE RETURN TO BLE PUBLIC HEALTH DIVISION. CERTIFICATE OF •'J CONIPLIANCE WILL NOT BE IS ED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:.Heal th/SepticTesigner Certification Form 3-264doc �-"' • APPLICANT: C'_r f /D .• I v t ADDRESS: _L�(') 'n rye C/J t l lie S W a DESIGN-FLOW: qq o gpd \ -REVIEWED BY: - DATE: N/A OK NO Le al boundaries denoted [310 CMR 15.220(4)(a)] Street, Lot, tax parcel number and lot number noted on plan [310 CMR 15.220(4)(6)] t Locus Provided [310 CMR 15.2204 t Plan proper scale?(1"=40'for plot plans, 1"=20'or fewer for LEasements m onents) [310 CMR 15.220(4)] � - shown [3l0 CMR 15.220(4)(b)] stem located totally on lot servedl[310 CMR 15.405(1)(a) for ades]- i not, a variance is re uired [310 CMR 15.412(4.)] x - Location of impervious surfac�p(driveways,parking areas etc.) [310 CMR 15.220(4)(d)] X Location all buildings existing and pr , osed 310 CMR 15.220(4)(c)] X 1Location and dimensions of system components and reserve areas [3 10 CMR 15.220(4)(e)] x System Calculations [310 CMR 15.220(4)(f)] daily flow septic tank capacity (required ands' rovided) soil absorption system (required andprovided) whether system designed for arba 'e grinder ra3row.[310 CMR 15.220(4)( )] and proposed contours [310 CMR 15.220(4)( )] and log of deep observation holes (existing grade el. on t) [310 CMR 15.220(4) h)]f soil evaluator and BOH representative[310 CMR )(h) and Ml and date of percolation tests (performed at proper ?) [310 CMR 15.220(4)(i)] Percolation test results'match loading rate?-[310 CMR 15.242] Certification statement by Soil Evaluator[310 CMR 15.220(4)0)1 Observed and Adjusted groundwater(method for adjustment given or indicated) [310 CMR 15.103(3) and 310 CMR 15.220(4)(n)] Location of every water supply,public and private,.[310 CMR 15.220(4)(k)] k Address VfiJl(kv Sheet 1 of 7 t t 1 i, r * I within 400 feet of the proposed system location in the case of surface water supplies and ravel packed public water supply X within 250 feet of the proposed system location in the case )C within 150 feet of the proposed system location in the case of private water supply wells Location of all surface waters and wetlands located up to 100 ft. beyond setbacks listed in 310 CMR 15.211 and any catch basins X located within 50 ft. [310 CMR 15.220(4)(1)] Water lines-and d'ther=subsurface utilities located [310 CMR 15.220(4)(m) (if water line cross see 310 CMR 15.211 1) 1 ) x Profile of system showing invert elevations of all system components and the bottom of the SAS 310 CMR15.220(4)(o)] x Stamp of designer 310 CMR 15.220 1 and 310 CMR 15.220(2)] Stamp of Registered Land Surveyor(required if construction activities within 5 ft. of lot line) [310 CMR 15.220(3)] Test Holes adequate (two in each of the primary and reserve unless trenches as permitted in 310 CMR 15.102(2)or as approved for an upgrade under LUA at 310 CMR 15.405(1)(k)] Test hole adequate to demonstrate four feet of suitable material? 310 CMR 15.103 4)] Test Holes adequate to confirm adequate groundwater separation? [310 CMR 15.103(3)] Benchmark within 50-75' of system [310 CMR 15.220(4)( )] Materials specifications noted? [various sections of 310 CMR 15.000] �C System components not> 36" deep(unless Local Upgrade Approval or LUA requested)1310 CMR 15.4050(b) x Address Uncle (nl l l t�s �1/a y Sheet 2 of 7 1 - �. Size OK? -[310 CMR 15.223(1)] Inlet tee located ten inches below flow line 310 CMR 15.227(6)] Outlet tee 14" or 14"+5"per foot for increase ft depth [310 CMR 15.227(6)] X Outlet tee with gas baffle or approved filter [310 CMR 15.227(4)] X Note regarding installation on stable compacted base [310 CMR 15.228(1)] Separation between inlet and outlet tees (no less than liquid depth) 310 CMR 15.227(2)) - Inlet/Outlet elevations at least 12" above high groundwater (except as described 310 CMR 15.227(5)) or permitted for upgrades under LUA [310 CM,R 15.405(1)(k)] Minimum cover 9" (Tanks buried more than 9" must have risers on all openings and on the d-box) [310 CMR 15.2228(1) and 310 CMR 15.232(3)(0] - Three access covers (inlet and outlet must be 20" or greater) - middle access at least 8" (b 7/07) [310 CMR 15.228(2)] x Access to within 6 "of grade - one port for systems<1000gpd, two forsystems>1000 gpd 310 CMR 15.228(2) All at-grade covers secured to unauthorized access? [310 CMR 15.228(2)] x > 10 ft from building foundation [310 CMR 15.211(1)] Buoyancy calculation Required/Done 310 CMR 15.221(8)] H-20 Where appropriate? [310 CMR 15.226(3)] Setbacks from resources [310 CMR 15.211 X. _ Required when other than single-family dwelling or flow>1000 d [310 CMR 15.223(1)(b)] First.compartment 200%daily flow; Second compartment-100% daily flow 310 CMR 15.224(2) and`(3)] "U"pipe through or over baffle, outlet of each compartment with as baffle-or approved filter[310 CMR--I 5.224(4)] Address [Z O nd WUG l C S Sheet 3 of 7 r Located at least ten feet from any water line? [310 CMR 15.222(2)] x Disposal piping at least 18"below water line (when water and sewer cross, see 310 CMR 15.211(1)[1]) Cleanouts required/provided ? [310 CMR 15.222 8 Thrust blocks specified in force mains?310 CMR 15.221(6)(c)] Slope of sewer line not less "p s than 0.01 1/8 /ft 0.02 e( ) preferable [310 CMR 15.222(6)] Proper pitch on all runs? (.005 within gravity-distributed trenches and beds) t310 CMR 15.251(9) and 310 CMR 15.252(2)(c)] X Siphonproblem/ leachfield below pump chamber) Endca s or vent manifoldspecified? x Size and orientation of discharge holes specified? (not smaller than 3/8" not larger than 5/8") [310 CMR 15.251(8) and 310 CMR 15.252(2)(h)] Materials specified (310 CMR 15.251(5) specifi--s various pipe types allowed) Stable compacted base [310 CMR 15.221(2) and 310 CMR 15.232(2)(a)] Splash late or baffle tee required on i nlet/P provided? P q ed. when P pressure sewer to d-box or steep pitch of gravity sewer) [310 CMR 15.323(3)(a)] k Riser if deeper than 9" [310 CMR 15.232(3)(0] ] X Inside minimum dimension 12" 310 CMR 15.232 2 Minimum sum 6" [310 CMR15.232(3)(e)] k Watertight cover if<2000gpd);waterproof manhole if>2000gpd [310 CMR 15.232(3)(d)] x Capacity (emergency storage above working=design flow)? [310 CMR 231(2)] k Proper r setbacks [310 CMR 15.211 (same as septic tanks)] III Watertight 20-in minium access manhole at least 20"MUST BE TO GRADE [310 CMR 15.231(5)] Service components accessible (not too deep,with piping, disconnects accessible) Alarm floats - alarm on circuit separate from pumps specified? Exceeds two units must have two pumps operating in lead-lag mode. [310.CMR 15.231(6) and (8)] Stable Compacted Base [310 CMR 15.221(2)] Buoyancy calculations needed ?Provided? [310 CMR 15.221(8)] Address_ di W y1604 V f LtI,, Sheet 4 of 7 Calculations correct? 4 feet of naturally occurring material demonstrated?[310 CMR 15.240(l)] Required separation to oundwater? 310 CMR.15.212A Aggregate specified as double washed [310 CMR 15.247(2)] System Venting required/provided? (system under driveway or >36"deep) [310 CMR 15.241] �( Inspection ports specified and within 3"final grade? [310 CMR 15.240(13) Breakout requirements met?(No violation of breakout elevation within 15 ft of SAS unless barrier) [310 CMR 15.211(1)[4] and x Guidance Document] Chambers and Gal. in trench configuration supplied with inlet every 20 ft. [310 CMR 15.253(6)] . Each structure with one inspection manhole(if>2000 gpd must be tograde). 310 CMR 15.253(2)] Aggregate 1'minimum-4'maximum. 310 CMR 15.253(l)(b)] k 2'sidewall credit maximum [310 CMR 15.253(1)(a)] >C In bed configuration, inlet every 40 s .ft. [310 CMR 15.253(6)] Width 2'minimum 3'maximum [310 CMR 15.251(1)(b)] „ , 100 feet-maximum length 310 CMR 15.251 1) a Minimum separation 2x effective depth or width whichever eater(3x if reserve between trenches) [310 CMR 251 1)(d)] Situated along contours [310 CMR 15.251(2)] Breakout OK? [310 CMR-1 5.211(l)[4]'aTid.'Guid.ance Document] minimum 2 distribution lines 310 CMR 15.252(2)(a)] Maximum separation between lines 6' 310'CM R15.252(2)(d)] Maximum separation between lines and outside of bed 4' [310 CMR 15.252(2)(e)] - Aggregate depth below discharge pipes 6"minimum, 12" maximum. [310 CMR 15.252(2)(g)] Separation between beds 10' minimum. [310 CMR 15.252(2)(f)] Bottom area used in calculations only 310 CMR 15.252(2)(i)] Address �� uYICte WtA Sheet 5 of 7 9 monism Pressure Dosed System ? Provided pump and piping calculations as re uired,j310 CMR 15:220 4 (r)] x Pressure dosing required on all systems>2000g?d or alternative systems undWmmedial approval [310 CMR 15.254(2) and I/A Y Remedial Use Approvals] If used in gravelless system -make sure jet is directed as not to scour soil interface [Guidance Document] ')( Inspections once per year(systems<2000 gpd) or quarterly (>2000 dgood to note on plan [310 CMR 15.254(2)(d)] Construction in fill -Did the plan specify that the fill shall meet the specification of 310 CMR 15.255(3)? Im ervious barrier and/or retaining wall ? [Guidance Document] Impervious barrier installation must be supervised by desi ner [310 CMR 15.255(2)(b)] Retaining wall must be designed by Registered Professional Engineer [310 CMR 15.255(2)(a)] x Side slope not exceed 3:1 ? 310 CMR 15.255(2)] ly Breakout requirements met? [310 CMR 15.2.52(2)and Guidance Document �. At least 5 ft.from impervious barrier to edge of SAS (10 ft. recommended) [3l0 CMR 15.255 (2)(e)] Check DEP Approval letters for credits and design conditions X If used with pressure dosing do not allow pressure discharge to scour soil interface MEMO Was DEP Approval Letter provided and/or have you reviewed the letter for conditions? Is the technology being properly applied and does it meet all Ketua al Conditions? a note on the plan regarding the requirement for intenance a reement? arms involved on separate circuits Did the applicant submit an operation and maintenance manual? :t—t I Hasa licant submitted a copy of a maintenance Are the variances listed on the plan ? [310 CMR 15.220 (4)( )] X RLS Stamp necessary on plan if a component is within five feet of property line [310 CMR 15.412(4)] New construction or increased flow proposed- [Refer to 310 CMR 15.4141 _ Address ' V Yl(,L' V►�y �1 e'5 tA/4 Sheet 6 of 7 Is the system in a Designated Nitrogen Sensitive Area(Zone 11 for a public supply well)? [310 CMR 15.214, 310 CMR 15.215 and 310 CMR-1 5.216 -also refer to Policy regarding upgrades of such existing systems] Is the system proposed on the same lot as served by private well ? [310 CMR 15.214(2)] X Are the nitrogen loads proposed in compliance? [310 CMR X 15.216(1)] r Pumping to septic tank? [310 CMR 15.229 Shared System [310 CMR 15.290 Address U�'cle "" ,r� Sheet 7 of 7 Town of Ba'i stable P#� Department of Regulatory Services L grAllm Public Health Division Date rasa. i63¢ ems$ 200 Main Street,Hyannis MA 02601 �rFD►,AA't� Date Scheduled �' (a _ Time Fee Pd. i ,foil Suitability Assessment fog- Sewage Disposal Witnessed By: 9 �1 Performed By: ���. ✓ irk�r i LOCATION& GENERAL INFORMATION Location Address �2 Uy1LIe Wl llre$ Wa Owner's Name O�� Ro y lZ Uncle W lies Wa 1 4 i S I AddressMA Assessor's Map/Parcel: 29 2_ 3 2 Engineer's NameC o,-Y­e­ NEW CONS1RUd."CION REPAIR _ Telephone# J J� Land Use 1—t �'�1/�rP� Slopes Surface Stones ZM Q I b ft Drinking Water Well —0 ft Distances from: Open Water Body U6 ft Possible Wet Area - �� g Drainage Way j y` ft. Property Line >`� ft Other ft 5C\ 118.39 n ' SKETCH:(Street name,dimensions'ot 01 G' \ = f0' 25.00' ----------- \� U p / .a Pon \`�\ J IH-2 H-120. Parent material(geologic) �`� I Depth tp Bedrock Depth to Groundwater. Standing Water in Hole:' Al )A Weeping from Pit FACE— Estimated Seasonal i igh Groundwater DtTERABNATION FOR SEASONAL HIGH WATE TALE ! Method Used: I. in. Depth to Sail tnattles; in. Depth observed standing in obs.hole: in, aroundwnter Adjustment ft- Depth toiweeping from side of obs.hole A�.{actor.. ..�..- Adj.Otpundwnter Level.— Index Well# Reading Date Index Well level PERCOLATION TEST • Date... -_.--�, Time Observation I Time at 9" -- Hole# f Time at b" -�- Depth of Pere F I 1 Time(9"-6") Start Pre-soak Time.@ - End Pre-soak Rate MinJlnch (G� Site Suitability Assessment; Site Passed X Site Failed:_- Additional Testing Needed(Y/N) Original:.Public I=e�lth Division Observation Hole Data To Be Completed on Back— ***If percola#tin.test is to be conducted within 100' of wetland,you must first notify the Barnstable C6iiservation Division at least one(1) wedk prior to beginning. DEEP OBSERVATION HOLE LOG Hole#�_ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistenc %Gravel 7t1- 31'' nc [ V 3CL I70 Meg . ►�� 2.5 j DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistenc %Gravel) Gtr.. DEEP OBSERVATION HOLE LOG Hole# �A Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel DEEP OBSERVATION HOLE LOG Hole# N Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consisten Gravel) Flood Insurance Rate May: Above 500 year flood boundary No— Yes Within 500 year boundary No Yes, 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? Q If not, what is the depth of naturally occurring pervious material? Certification I certify that on I b 0i. (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=,expertise a/d eexperienee described in 110 CMR 15.017. Signature Date Q:\SEPTICIPERCFORM-DOC adz =3z�. LOCATION Z01— SEWAGE PERMIT NO. VILLAGE 0 # IZ P� INSTA LLER'S NAME R ADDRESS' Qga l,6�s y6 are , B U It DE R OR OWN ER DATE PERMIT ISSUED o 71- DAY E COMPLIANCE ,ISSUED! 1 y 'Qk 7� lcl% ,7A�. , On cn rz U`' 8 t' _J No...................... THE COMMONWEALTH OF MASSACHUSETTS y ' BOAR® OF HEALTH ..7('JW.0.................O F..Bt.cs?.Y..'17..Slabl e....(Py aI'Ln.is).......... Appliratilan for 11ispuml Works Tomitrnrtilart ramit Application is hereby made for a Permit to Construct w� or Repair ( ) an Individual Sewage Disposal System at:oil 1ti ......Uncle..W .h►)5.ulaL................•----..........--•-•••. -•-•••-•-...LVJ..... ...........--------•-------......--------------................. Location-Address or Lot No. •--•..J..-_Albert._Ba sgtt.......................•••......•-•••••---- •-•-Box 33 South Yarmouth,-Mass..........._..... -• _ .................. Owr ddress Wt1L2� .:... fl ....5� ..`!-�i�.C.9.4! 15-...... .a.. t1cS:R�9 a Installer Address d —Type of Building Size Lot....1t,9.3.9.....Sq. feet U Dwelling—No. of Bedrooms............ ...........................Expansion Attic ( ) Garbage Grinder (No) Other—T e of Building _ No. of persons............................ Showers — Cafeteria Q' Other fixtures .................................. WDesign Flow............1.1Q........................gallons permsper oday. Total daily flow.................33Q...............gallons. WSeptic Tank—Liquid"capacity.10.OD...gallons Length.S.�'�_..... Width.. .Q . Diameter__.____•--__.-_- Depth. _-0.--.. x Disposal Trench—No. ..................... Width e._..�:.......... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No--------9............ Diameter...i0 70_..... Depth below inlet..... __.__._ Total leaching area..`U1--_--sq. ft. Z Other Distribution box (�}' Dosin tank I '-' Percolation Test Results Performed by"- ��. 4E Il G?l�l u� s�Y� _. Date....tbah s................. Test Pit No. 101146.2-minutes per inch Depth of Test Pit--- .... Depth to ground water..None.G17C, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to 0 ....................... O ._......• ......................__7 �---------------- .yZ .�......---ASS .................. Description of Soil la -/ _. Gf l . o -••---DANA -• � ------------ V W ........................................................... rc3a...McKECHNIE---.C9 ............... UNature of Repairs or Alterations—Answer when applicable............................... ..:..... A- No.14704 p -------------------•.-•.....-----••-•---•----•--------•--•-•-------•-•-----.-.-..-----•-----• ------------- ..... Agreement: t� 0 A The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with -the provisions of iITI.Z 5 of the State Sanitary Code— The undersigned further nrees not to place the system in operation until a Certificate of Compliance has b n 'ssuUth d of healt Si ed. •- ------------------ ----7_ D .7..... _ ate Application Approved B - �.. ----•-... ._�_ . :... y PP PP y Date Application Disapproved for the following reasons---------------------------------------------•----------•--------------------------------- ..................... ....................•••------•-------......_.._.....-•--•---------•---•----------•...........•--•-------•--••••-•-------------------•••••--•••-••--••••-----•-•-----•--••--......•--•••......-•........_ Date PermitNo.......................................................... Issued_....................................................... Date No..3J .--•--- Fss....... 5 .��� E THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .... .. W.r7................OF..8R,4:"t:!. Appliraatinn for Disposal Works Tonstrurtion'tirrmit .. Application is.hereby made for a Permit to Construct ( or Repair ( ) an Individual Sewage Disposal System at:-_ ......... 1 .$:► ....................................... - --------L o ---•• -4........................................................... Location Address or Lot No • ...J A1hI e... tt :t-t............................ .. ,1)?� r magg.............._. Owner Address - b,.�•InstallFr.. �:;.. �.. �+��. Type'of Building Size Lot..........4 _ __ ....Sq. feet16 U Dwelling—No. of Bedrooms_____________ ...........................Expansion Attic ( ) Garbage Grinder (No) p-I Other—Type of Building ............................ No. of persons.; _........-......... Showers ( ) — Cafeteria ( ) Q' Other fixtures ............................. W Design Flow............1.1.0.........._ .___..gallons per_geason per day. Total dailyflow.................."3. �..............gallons WSeptic Tank—Liquid capacity f � .gallons Length ".6_.._.: Width.. Diameter________________ llepth__ t _._. x Disposal Trench—No.-.----- ••--__----_ Width ................ Total Length ¢ tl4 Total leaching area....................sq. ft. Seepage Pit NO........I........... Diameter.... ... Depth below inlet-_. .. ...... Total leaching area.:. q. ft. Z Other Distribution box (per` Dosing tank '—' Percolation Test Results Performed by.. s : ? _:�3 C d f `t l'0 : _ Date....11.50j.31................ .a Test Pit No. 1°�11 1 ` minutes per inch Depth of Test Pit .:__ ._.. Depth to ground water. A(10 2 IC . Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to s ....................... O'x Description of Soil . -----•---• - ---- ........... r W ---...----••---------------------------- -••-----••---••-••--•----•-•--•-------.......---------•----- .... .... ---•--•••-• ..................... .. txj Nature of Repairs or Alterations Answer when applicable :__. p No:14704-- G/S E Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System n accordance with the provisions of T I T 1 5 of the State Sanitary Code—The,undersigned further ag es not to place the system operation until a.Certificate_of Compliance has be n u 1 the" oa of health. M Sig d at .. Application Approved By...:::... ...: _ -____. __._____. `7 ti Date Application Disapproved for the following reasons:------------------------------••---------------......---•---:_:.............................................. -----------------------------------------------------------------------------------•------.....----•---•----•-•--------------------------------------. ................................................ Date Permit No......................................................... Issued.................... - Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...................:.oF......... s . ......................------ TntifirFair of TompliFaurr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( or Repaired' ( ) by----------------•----•------•-••---- - 3" " -.6...---- , nstaT e . [ . at......fit... ..TJ # f7_. $ kt. � has been installed in accordance with the provisions of T i. j^� � 120•-f The State Sanitary Code as descred in the application for Disposal Works Construction Permit No.�9---- I........... dated_ .... ,. ..Z .................. THE ISSUANCE OF THIS CERTIFICATE SHALT. NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE..........d................................................................... Inspector-a- ----------------------•-- -• ------______-_•___---------•---•-••••-- THE COMMONWEALTH OF MASSACHUSETTS ` - BOARD OF HEALTH +.....................OF...... .... �. t: 3 ::. No.............1-/.7 .. . �l/. FEE ..................... Disposal Works TonlitrurtiouPprfutit Permission is reby granted..... --• -----: ..--- ...... ..�......---•--- ......... to Construct ( or.Re air ( ) an Individual 5e��age Disposal System atNo..... 4.: T _.• . �.f:. i ..: .. 1 I -.._._..:---•-•------•...............•-------- ••--........._. Street �r as shown on the application for Disposal Works Construction P it . � _-_, , _.___ Dated....dp 'IG`....!r�.'_...... /� s ` fl ,� . -Board of -Aealt DATE ..........................................................r. FORM 1255 HOBBS & WARREN, INC., PUBLISHERS YOU WISH TO OPEN A BUSINESS? 6//04� For Your Information: Business certificates(cost$30.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town(which you must do by M.G.L.-it does not give you permission to operate.) Business Certificates are available at the Town Clerk's Office, V FL.,367. Main Street,Hyannis,MA 02601 (Town Hall) ' DATE: o���� Fill in please: APPLICANT'S YOUR NAME: C, Ar KIQ f5 _ BUSINESS YOUR HOME AD DI :SS: Q_ tUcl-1�' OI LJC3 CJAY __T O V 99ANNJt) lUl� C"-) I TELEPHONE # Home Telephone Number J R©-- NAME OF NEW BUSINESS. L TYPE OP SU8INESS. IS THIS A HOME OCCUPATION": ._.,YES Nf] Have you been given appro al f :om the bui ding division? 'YE NO ADDRESS of BUSINESS N MAPJPARCEL NUMBER d D ( When starting a new business.there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. -.(corner of Yarmouth. Rd.&Main Street) to make sure you have the appropriate'permits and licenses required to legally operate your business in this town. 1. BUILDING COMMISSIONER'S OFFICE This individual,has been informed of any permit requirements that pertain to this type of business. Authorized Signature* COMMENTS: 2. BOARD OF HEALTH This individual has bee ' ormed of the permit requirements that pertain to this type of business. thorized Signature* COMMENTS: �'By1 u.� Gz yt�/�urn 1�6�12 X-4Lt`'! a- 3. CONSUMER AFFAIRS(LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature* COMMENTS: I Date:-2 /2l TOWN OF BARNSTABLE TOXIC AND HAZARDOUS MATERIALS ON-SITE INVENTORY NAME OF BUSINESS: (OAK-- LA(UD 690t,)(20 BUSINESS LOCATION: 62126 wtS INVENTORY MAILING ADDRESS:Q Q&e_CE CJf4-L1�S t-J 04/UA111 ffl# a26t'V TOTAL AMOUNT: TELEPHONE NUMBER: ®^ ' CONTACT PERSON: .6 L o ff EMERGENCY CONTACT TELEPHONE NUMBER:cj�a— 7� '��� 7�.J MSDS ON SITE? TYPE OF BUSINESS: keDw �Laok S INFORMATION/RECOMMEN ATIONS: Fire District: -Car Waste Transportation: Last shipment of hazardous.waste: Name of Hauler: Destination: Waste Product: Licensed? Yes No NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous materials use, storage and disposal of 111 gallons or more a month requires a license from the Public Health Division. LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health and the Public Health Division have determined that the following products exhibit toxic or hazardous characteristics and must be registered regardless of volume. Observed/Maximum Observed/Maximum Antifreeze (for gasoline or coolant systems) Misc. Corrosive NEW USED Cesspool cleaners Automatic transmission fluid Disinfectants Engine and radiator flushes Road Salts (Halite) Hydraulic fluid (including brake fluid) Refrigerants Motor Oils Pesticides NEW USED (insecticides, herbicides, rodenticides) Gasoline, Jet fuel, Aviation gas Photochemicals (Fixers) Diesel Fuel, kerosene, #2 heating oil NEW, USED Misc. petroleum products: grease, Photochemicals (Developer) lubricants, gear oil NEW USED Degreasers for engines and metal Printing ink Degreasers for driveways & garages Wood preservatives (creosote) Caulk/Grout Swimming pool chlorine Battery acid (electrolyte)/Batteries Lye or caustic soda Rustproofers Misc. Combustible Car wash detergents Leather dyes Car waxes and polishes Fertilizers Asphalt & roofing tar PCB's Paints, arnishes, stain dyes Other chlorinated hydrocarbons, Lacquer thinners (inc. carbon tetrachloride) NEW USED Any other products with "poison" labels Paint& varnish removers, deglossers (including chloroform, formaldehyde, Misc. Flammables hydrochloric acid, other acids) Floor & furniture strippers Other products not listed which you feel Metal polishes may be toxic or hazardous (please list): Laundry soil & stain removers (including bleach) Spot removers &cleaning fluids (dry cleaners) Other cleaning solvents Bug and tar removers Windshield wash WHITE COPY-HEALTH DEPARTMENT!CANARY COPY-BUSINESS . LEGEND 56 118.39 ft PROPOSED CONTOUR _ �� ® PROPOSED SPOT GRADE- O �O-` '8 s� k' -- 98 -- EXISTING CONTOUR + 96.52 EXISTING SPOT GRADE 28 'I �\EQ ^ PREP � W— EXISTING WATER SERVICE ROUT SITE 0- S ——i G.° i� �� �� SNEQ C, TEST PIT m LOCUS MAP N.T.S. 00 GENERAL NOTES: 10 ft 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL .O BOARD OF HEALTH AND THE DESIGN ENGINEER. _\ 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE STATE ENVIRONMENTAL CODE, TITLE V. AND ANY APPLICABLE LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: 20 �� �/ / i l/ l - 310 CMR 15.405 (1) (B): ft l �� ���X /� /� \ // l 1) A 0.51 FT. VARIANCE FROM 310CMR15.221(7) TO ALLOW LEACHING TO BE 3.51 FT BELOW GRADE VS REQ'D 3 FT. (H20/VENT PROVIDED) 2) A 10 FT. VARIANCE FROM 310 CMR 15.211 TO ALLOW LEACHING TO BE 10 FT FROM DWELLING VS REQ'D 20 FT. (LINER PROVIDED) 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR \ \ TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE \ T DESIGN ENGINEER. Existing Leachpit A i �� \�'� \\ \\.p 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING � , / F \ FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN (Note O) �-- \\ \\ O \ ENGINEER BEFORE CONSTRUCTION CONTINUES. -5 \\ \. \ 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. cp \ \ 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF \ 10' 25.00 ------- \5 55 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. - -- -- \� \\ i -. ® / Insp Part \\ \ \ 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. TFf=2H-1 O X 8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED 91T99.96 ft 20.00 ft TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. p-00z t \ 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 56 \\ N P' \ ' THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING \ CONSTRUCTION. \ \ 10. EXISTING LEACH PIT TO BE PUMPED, CRUSHED AND FILLED PER TITLE V. �\ Of MAss \\ \�\ 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AM \ GPS \ ���' V AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY M \ GP' �� �� \ 13. NO PRIVATE WELLS WITHIN 100 FT. OF PROPOSED LEACHING®` H \ 14. ALL PIPING TO BE 4" SCH 40 1/8"/FT (UNLESS SPEC. OTHERWISE) 1140 15. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW w (� FOR THE USE OF A GARBAGE GRINDER 16. NO WETLANDS WITHIN 100 FT. OF PROPOSED LEACHING 11 s� b �\ 3 PROPOSED SEPTIC SYSTEM UPGRADE PLAN Install ties BENCH MA RK . J 12 UNCLE WILLIE'S WAY, HYANNIS, MA TOP OF FOUNDATION MAP.292 Prepared for: Arthur and Maria Ramos SURVEY REFERENCE: ELEVATION = 57.96 Y z LOT.' 327 Engineering by: Surveying by: SCALE DRAWN DEED BOOK.-3885 DARREN M.MEYER,R.S. Eco-Tech Enrimnmental 1"=20' DMM PLAN OF LAND BY BAXTER & NYE, INC. BARNSTABLE GIS DATUM PO BOX981 (508) 364-0894 DATE: CHECKED SHEET NO. DEED PAGE.• 180 EAST SANDWICH,MA 02537 DATED: DECEMBER 19, 1975 508-362-2922 05/12/10 DMM 1 Of 2 OWNER NOTE: TO PREVENT BREAKOUT, THE PROPOSED NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS FINISH GRADE SHALL NOT BE < EL:52.74 FOR A DISTANCE OF 15' AROUND THE AA FOR OF THE S.A.S. S � SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S. i T.O.F. EL.=57.96 INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER INSTALL A 4" DIAMETER INSPECTION "PORT OVER OUTLET AND SET TO 6 OF FINISH GRADE SET TO 6 OF GRADE ONE CHAMBER (MIN.) 'AND SET TO 3 OF F.G. F.G. EL.=56.5t F.G. EL.=56.25t F.G. EL: 56.25t F.G EL: 56.25(MAX.) VENT , D/� ? R r� No."1`140 9" MIN COVER/ L - 10'"f L = 30'(MAX L - 10'(MAX) INSTALL TWO INSPECTION PORTS (MIN.) Rf�l ,LQEO 0 S=1% (MIN.) 36" MAX COVER ® $=1% (MIN.) 0 S=1% (MIN.) 4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVCij NITAR�P • to' S. s 11.3" TO J 1 Y�1 L) t4' ? M4MW" INV.= 53.22 48"LIQUID INV.=52.97 INVERT LEVEL PROPOSED ` Q rC GAS BAFFLE INV.=52.50 6 ROWS OF VARYING°LENGTH (MIN 18.75'/MAX 25.0') D-BOX INV.=52.67 DB-9(H-10) INV.= 52.35 SOIL ABSORPTION SYSTEM (PROFILE) D EXISTING 1,000 GALLON SEPTIC TANK 6-1 RESTORE VEGETATIVE COVER / EXISTING SEWER OUTLET BACKFILL WITH CLEAN PERC SAND 7516 TO TOP OF CHAMBERS NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INVERTS PRIOR TO CONSTRUCTION '..; 2) D-BOX SHALL BE SET LEVEL AND TRUE TO BREAKOUT=TOP ELEV.=52.74 GRADE ON A MECHANICALLY.COMPACTED SIX INV. ELEV.= 52.35 INCH CRUSHED STONE BASE, AS SPECIFIED IN BOTTOM ELEV.= 51.41 EXISTING SUITABLE 310 CMR 15.221(2) 2.83' MATERIAL 3) REPLACE EXISTING 1,000 GALLON SEPTIC TANK 5' MIN. ABOVE BOTTOM OF 76" -1 WITH 1500 GALLON SEPTIC TANK IF FAILED, T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH =,6 x 2.83 16.98 r DAMAGED, OR LESS THAN 1,000G IN CAPACITY. (5.36 PROVIDED) USE 6 ROWS OF 1606BD H2O 4) INSTALL INLET & OUTLET TEES AS REQUIRED BOTTOM OF TESTHOLE EL.=46.05 - ADS BIODIFFUSER UNITS-NO STONE - PROFILE SEPTIC SYSTEM PROFILE TYPICAL sECTION 16" N.T.S. N.T.S. c 11.2" DESIGN CRITERIA - SOIL LOG P#: 12925 NUMBER OF BEDROOMS: 4- BR EXIST. DATE: MAY 12, 2010 �� 34°-� N SOIL TEXTURAL CLASS: CLASS I SOIL EVALUATOR: DARREN M. MEYER, R.S., CSE. #1614 SECTION E D CAP WITNESS: . DAVE STANTON, BARNS. BOH DESIGN PERCOLATION RATE: <2 MIN/IN TP-1 Depth Elev. TP-2 Death 16"" HIGH CAPACITY 160OBD (H-20) BIODIFFUSER UNIT DAILY FLOW: 110 G.P.D/BR. DESIGN FLOW: 330 G.P.D. 56.05 05 A 0" 56.20 A 0" LOAMY SAND LOAMY SAND MODEL 16 HICAP GARBAGE GRINDER: NO (NOT DESIGNED FOR GARBAGE GRINDER) 10YR 4/2 1 76 oYR 4/2 LENGTH " " NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT PROPOSED SEPTIC TANK: USE EXISTING 1,000 GALLON CAPACITY 55.47 a 7" I 55.70 6" EFFECTIVE LENGTH 75" TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY LOAMY SAND a LOAMY SAND DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. LEACHING AREA REQUIRED: (440) = 594.6 S.F. 10YR 6/6 10YR 6/6 SIDE WALL HEIGHT 11.2 .74 OVERALL HEIGHT 16" DISTRIBUTION BOX: 6 OUTLETS (MINIMUM) H2O LOADING 53.47 C1 31" 53.45 C1 33" OVERALL WIDTH 34" 4640 TRUEMAN BLIND PRIMARY S.A.S. lj - 13.6 CF a HILLIARD, OHlO 43026 USE 6 ROWS VARYING LENGTHS-21 UNITS TOTAL 2.5Y 6/4 PERC.®51.80 OF 16" ADS' 160OBD MED. SAND 2E5 6/4 CAPACITY (101.7 GAL) ADVANCED DRAINAGE SYSTEMS, INC. BIODIFFUSER H-20 UNIT - NO STONE :• PROPOSED SEPTIC SYSTEM SITE PLAN BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.70 SF/LF OF BIODFFUSER) '' (BIODIFFUSERS) 21 UNITS x 6.25 LF x 4.70 SF/LF = 616.88 SF 46.05 1 J 120" r 46.20 120" 12 UNCLE W I LLI E'S WAY, HYAN N I S MA TOTAL AREA = 616.88 SF PERC RATE <2 MIIN/IN. ("C" HORIZON) Prepared for: Arthur and Maria Ramos DESIGN FLOW PROVIDED: 0.74GPD/SF(616.88SF) = 456.49 GPD > 440 GPD req'd NO GROUNDWATER OBSERVED Engineering by: Surveying by: SCALE DRAWN DARRENM.MEYER,R.S. zoo-Teoh Eaviroameatei NTS D.M.M. * 1, Darren M. Meyer, R.S., CSE, hereby certify that I am'currently-approved by MADEP pursuant to 310 CMR 15.017 pOBOX981 (508) 364-0894 DATE: to conduct soil'evaluations and that the above analysis has been performed by me consistent with the CHECKED SHEET NO. requirements of 310 CMR 15.017. 1 further certify that I have passed the Soil Evol. Exam in October, 1999. EASTSANDW/CH,AfA02537 508-36229a2 05/12/10 D.M.M. 2 of 2 P, +. • 30IL LOG 2'PEAS'0NET L0AM 8 FILL 12 MA.. 1 02' o , So•L 411C.L DIST BOX /J'MIN 1000 i^ S °°°�' 1000— GAL. GAL. PRECAST OR °I 4" v ' SEPTIC i 6 uo' ° �,I 8i0CK I ° TANK ie° ° ° °I SEEPAGE PIT o &rt°Fotze= -79 klh�fe v 20 MINIMUM — �o ' u �n roial VZO FOUNDATION i+ 9/.3 I %x WASHED STONE I , 10 _ _- ----a P�RC. RAT[ .+ .v.�oG,l2 z�... �rc.o• ELEVATION SKETCH _ . T E S T •BY SCALE. 1 = 4 TOWN INSPECT R —PP ae�e—Ae-c e,--e-qV IJACKHOE OPERATOR -- • TEST MADE ON :Jr / ..i► ,ir9.7�—_. _. .3az 77 rl- 1...�.. 7' �/ � ..• ''/ t+ - 1C 4. b �' ark. ?, `? L al z3 !R� N Ted'°/°4 . (vo garbs qn 2.)Alax. a//6wab/c d e•l w 743r 716fs sysk*M 10 1, 5�dellss0 y ,�s, - 4-70 g.p d- '� 79" x b w ., _ 79 ELEVATION SCHEDULE PROPOSED SITE PLAN I INV. AT FOUNDATION SEWAGE SYSTEM DESIGN ` 2. NV. INTO SEPTIC TANK = IN 3. NV. 0� 1 Or SEPTIC TANK — AIAI S., 1 5 4 NV TO DISTRIBUT ON BOX 'F� L iZ4 McLfWl4.,LIR WLAY,� o F SCALE :�� ��6I �. � 19 7$ ��+ki(3FAl 5 N'✓ OUT OF DISTN:BUTION BOX = �+ c— /fl�Q � l t �o ANA CAPE COO SURVEY CONSUI.TANTS F ANA W. 6 INV INTO SEEPAGE PIT = 1Qi.—w - 1. a �+iCKECHNtE p ROUTE 132 - ¢ft,14704�40 7. BOTTOM OF PIT = 9 HYANNIS, MASS. 0 F� 9 O J5TE 6 ' A 01 VISIl,N BG 5'CN SURVEY LCNSULTANTB, INC. 8 BOTTOM OF STONE LAYER SiGNA t • . t c s.