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HomeMy WebLinkAbout0060 STONEWALL DRIVE - Health 60 STONEWALL DRVIE WEST BARNSTABLE A = 217 050 003 - 1 �\7•�{ 40 310 CMR: DEPARTMENT OF ENVIRONMENTAL PROTECTION z 115.301: continued (h) Bankruptcy. Inspection of the system must occur within two years prior to transfer by bankruptcy trustee to buyer or within six months after the transfer,provided that the debtor notifies the buyer in writing of the requirements contained at 310 CMR 15.300 through ( 15.305 for inspection and upgrade,if necessary. An inspection conducted up to three years I before the time of transfer may be used if the inspection report is accompanied by system (. pumping records demonstrating that the system has been pumped at least once a year during that time. (i) Change in Ownership or the Form of Ownership Where New Parties are Introduced(e.g., introduction of new beneficiary/ies in a nominee trust;introduction of new joint tenant(s)or i new tenant(s)in common;introduction of new parties where property is transferring from joint ownership to nominee or business trust,or where a new general partner is introduced; { creation of a legal life estate or an interest for life or for a term of years in trust for a party other than the creator or his or her spouse;a change in the controlling ownership interest of a corporation, etc.). Inspection of the system must occur within two years prior to transfer or if weather conditions prevent inspection at the time of transfer,the inspection must occur as soon as weather permits,but in no event later than six months after the transfer,provided I'.+ that the new party is notified in writing of the requirements contained at 310 CMR 15.300 (! through 15.305 for inspection and upgrade, if necessary. In a nominee trust situation, j whoever has authority to add a new beneficiary is responsible for the inspection. An inspection conducted up to three years before the time of transfer may be used if the j inspection report is accompanied by system pumping records demonstrating that the system has been pumped at least once a year,during that time. (4) Exclusions. Inspection of a system is not required at the time of transfer of title of the 4. I facility served by the system in the following circumstances: I j I (a) a certificate of compliance for anew system has been issued by the Approving Authority j within three years prior to the time of transfer and system pumping records demonstrate that the system was pumped at least once during the third year;or (b) the owner of the facility or the person acquiring title has signed an enforceable agreement with the Approving Authority to upgrade the system or to connect the facility to a sanitary sewer or a shared system within the next two years following the transfer of title, provided that such agreement has been disclosed to and is binding on the subsequent owner(s);or a (c) the facility is subject to a comprehensive local plan of on-site septic system inspection . ; approved in writing by the Department and administered by a local or regional governmental entity,and the system has been inspected at the most recent time required by the plan. A comprehensive local plan may prioritize systems to be inspected on the basis of proximity II; to water resources, soil or geological conditions, age or size of systems, history of performance,frequency of pumping or other routine maintenance activity,or other relevant ;I factors, and may establish different schedules and frequency of inspection on the basis of II such criteria, provided that all systems are inspected at least once every seven years by a " System Inspector approved by the Department;or (d) the transfer is of residential real property between the following relationships: I 1. between current spouses; I 2. between parents and their children; I 3. between full siblings;and 4. where the grantor transfers the real property to be held in a revocable or irrevocable I trust, where at least one of the designated beneficiaries is of the first degree of ( relationship to the grantor. �( `^ c (5) A system shall be inspected prior to any change in the type of establishment,or increase in #' design flow,or prior to any expansion of use of the facility served for which a building permit or occupancy permit from the local building inspector is required. If the system is a cesspool, 4 or if the system is failing as set forth in 310 CMR 15.303 or 15.304(1)or is a significant threat + !! to public health,safety,welfare and the environment as set forth in 310 CMR 15.304(2),then , the system shall be upgraded prior to the change in the type of establishment,increase in design 1 flow or expansion of use of the facility. Prior to an increase in the design flow to any cesspool, F j I or to any other system above the existing approved capacity,the cesspool or the system shall be i upgraded in accordance with the standards applicable to new construction. Whenever an addition to an existing structure which changes the footprint of a building with no increase in 4/21/06 }.. 310 CMR-550 ' -D91Cl/I/St TO 8-'_#1Ty'1'Own OI BatCHSts1ble I'll 9 7 1 P Department of Health,Safety,and Environmental Services Public Health Division Date -3 Z11Z6'0 $ 367 Main Street,I lyr:mis MA 02601 t BARNaI'ABra, 'ram�� Date Scheduled 2000 Time 90 1'�f4 Fee Pd. Soil Suitability Assessment for &wageDisposal D10 ti 01'FC/ J" Vilnessed By: EP t vlj)'j � ,$,ERR Perfornud By: / �9CH�fL 5° ��/��� SF� CA ' .U1. 3c<:LC .. ................. LocalionAddress LOT 3 ST0A1Fiv#Ll PRl1/� Owner's Name jfl0/`f/f.5 � , 609t/fF3aki 5-0-3 P fg7--ApVrH!ff/ Address St t/iEk M/1 62-6t98 Tefephme#fi 30/-58?— 5>5;0 `gzd2 Assessor's Map/Parcel: -.1 7 l o s o -003 Engineer's Name ppj,,,N Cgzpr NEW CONSTRUCTION y REPAIR Telephone H -5-01?— 3 Land Use 'V.*CfAITIpj 9l pgWFl�Slopes(%) 5 fi Surface Stones SD 1= Distances from: Open Water Body N a It Possible Wet Area d y R Drinking Water Well R %e N O n Drainage Way /11 0 11 Properly Llne SEGO(,- n Other lv/a = Ivor d f5:5F9 v-FD SKETCH:(Street name,dimensions of lot,exact locations of lest holes&perc tests,locate wetlands in proximity to holes) N AAA111 L/J/ TKf r' �T i gt' 0i` 0 84g as.a • Parent material(geologic) GCl t! r� L Depth to Bedrock /'I/0 Depth to Groiindwater. Standing Water 4 11c1e: / 0 Weeping from Pit Face Estimated Seasonal High Groundwater NIP :...:...................;...........:.....:..:..,..;.....:..:.....;........::.::::::.;:...••.:•:•::...,.......:.....:...:....,......,.....«...........:. ...........:.::::::::::.::..:................................... II . TE Method Used: 0 Depth Observed standing in obs.hole: N In. Depth to soil mottles: N U in. Depth Ilk weeping from side of obs,hole: Ay Cl In. Groundwater Adjustment A110 R. Index Well N 0•_ •Read ing Date: 0_ Index Well level ., V�_ Add.factor Al O Adj.Groundwater Level N�G ;>;:::::>;:.:::.;:a::>::;:;;;:;nd:>SiSo-;S off f . ::>;:..:::::::.:..;::..:..;,:.,,:::.;:;..::..,..;.: ,:::...:..: ; i:;:<ii :i+iit i2 f% '•:i<;:'> : -CItC( LATXt�Ii::'I��5't' Observation 'e 3_iO--8= e 0 � g 2 Hole N �'• T N Z Time at 9' 10_ Depth of Perc (TOP OFK� 7 Time at 6' - 2 Start Pre-soak Time® 1 0`t?o 10`OS Time(9"-V) 21 Pf9Ai 25 Mfiv End Pre-soak l O° r'' 1 0.2�0 / Rate Min./inch OPPI P.� l V s E 1� �� ��s t'�A) Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Al Original: Public Health Division Observation Hole Data To Be Completed on Back Copy: Applicant N 0 , Ili Of p�3SxRvcp UI#S I V ..... I (� <` ::. Depth from Soil I lorizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Douldcres. e �. C SL'� pry 14 C 1-0/t/4� Alt) UBS TICaN II�I�E LOG Iiols# . Depth from Soil I lorizon Soil Texture Soil Color Soil Oilier Surface(in.) (USDA) (Munsell) Molding (Structure,Stones,boulderes. e 1Z �� ��, s DN M� 1O trk 16 y `s N� t° y� C® o C g vl� 109 LONN 0 `f G2 AND 2, 1' % Al la A10 k4l, 1710 :.:....:....:::...:...:.::�:`.`:•3i""<"''`..: ::..;::.� D1':OSit�A' '�C �Y,YU �.UG 1�Yole Depth from Soil I lorizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones.Bouideres. e g Gravel) > :DEEP OB Ia1tvATIUN OL LOG IXo�e Depth from Soil Ilorizon Soil Texture Soil Color Soil OI ter Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Ilouldcres. a Flood Insurance Rate Map: � PlfkrL A 25-OAV 00030 (7ONE �) Above 500 year flood boundary No_ Yes y Within 500 year boundary No Yes " Within 100 year flood boundary No:.vr Yes fDepth 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? YES If not,what is the depth of naturally occurring pervious material? tertificatiou I certify that on F#11 17 (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 nd experience described in 310 CMR 15.017. Signature %Yl11b!!¢ 1 S,1F1#R1A54jate 3 14 CU TOWN OF BAMSTABLE LOCATION 0 tc N 0JAIJ SEWAGE #a��a �YQ VILLAGE tk)^269wS1 IZ. y) ASSESSOR'S MAP& LOT 19 00 -003 INSTALLER'S NAME&-PHONE NO. CAR/ LAMAi 1G1- 69 SEPTIC TANK CAPACITY �-� J LEACHING FACILITY: (type) �� �06 �d I L.EKL (size) V X 13 L] " ._,NO.,OF BEDROOMS BUILDER OR OWNER MA QA S N PERMITDATE: N 3- 00b 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 yoC-L � I o 13A- ,;Jd .I I 117 Y ' 1 r T O ,l. No. Z4wo- 4y :Fee 4A�'i lCd r THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: s PUBLIC HEALTH DIVISION- TOWN OF BARNSTABLE., MASSACHUSETTS 2pplication for Migoml *paem Con!6truction Permit Application for a Permit to Construct(V)Repair( )Upgrade( )Abandon( ) PComplete System ❑Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. _ql, to, PUf Pf6V AAA 6L", fSd� Assessor's Map/Parcel (`1D f �3 f�F�ja/�lWL3]H Sl(1 JC �m)a-'f 7 �/ © 3 In taller's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. l 6�- g q 31("�5� V*4ourtl, 'MA O U 7S Type of Building: Dwelling No.of Bedrooms 4- Lot Size 5S 497 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers(.a) Cafeteria( ) Other Fixtures kt4katA Design Flow AI&D X 1 ID gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. v Description of Soil ..SUET `. <,A.jWVESIGNINU ENGINEER MUST SUPE"Sff- INST-A ' "TION AND ^ERT-I;UzN I-AIRITINf� Nature of Repairs or Alterations(Answer when applicable) THE SYSTEM WAS INSTALLED IN STRICT 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 pl a the stem a-operation until a Certifi- cate of Compliance has been issued by this Board of eal Signed Date Application Approved b Date " Application Disapproved for the following reasons Permit No. L55' t' Date Issued /' per, TOWN OF BARNSTABLE LOCATION O SEWAGE #az=a VILLAGE W,2ARNSTA•� F ASSESSOR'S MAP & LOT I9 4So -003 INSTALLER'S NAME-&PHONE NO. 9 SEPTIC TANK CAPACITY - 0 LEACHING FACII.TTY: ( � bri �d� � type) S L �, �YS(size) ,? `�.� ' NO. OF'BEDROOMS LJ ; _ I BUILDER OR OWNER 6 m tOA R c-1 Q 'o S PERMITDATE: h �aOO6 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 i Edge.of Wetland and Leaching Facility(If any wetlands exist within 300.feet of leaching facility) Feet Furnished by 1 �r — t i �(C0.10 `tom � A �-' f THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: s PUBLIC HEALTH DIVISION -TOWN_OF BARNSTABLE, MASSACHUSETTS 2pprication for Migpool *pgtem Construction Permit- Application for a Permit to Construct(V)Repair( )Upgrade( )Abandon( ) Vcomplete System ❑Individual Components Location Address or Lot No. (VAf_, oe�j1/f Owner's Name,Address and Tel.No. ��a'�(�p�S w ST4$Z E M� 7v�'1.'$wt�4�2C l� 60s i fSd� Assessor'sMap/Parcel J /V�0 s(�3 DAeTyYlt"n s/LvftyInstaller's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. powcmpE <r2r r,� 3( 369— g q 3�A tlA-,5f Y+e4OUrN. rMA 0 R6 7 5— . A Type of Building: Dwelling No.of Bedrooms 4— Lot Size sq.ft. Garbage Grinder( ) Other Type of Building U) f _No. of Persons Showers(a) Cafeteria( ) Other Fixtures L*G w4, Ct.)k 4 1 L4 S Design Flow 4 Q X 1 10 6ZQ& gallons per day. Calculated daily flow gallons. Plan Date ` - �/� Number of sheets / Revision Date / /n c3 Title �5 l Size of Septic Tank `[t Sd y —Type-of S.A.S. � -Description of Soil S/ _T 9 Nature of Repairs or Alterations(Answer when applicable) .S Date last inspected: J Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisionsof Title 5 of the Environmental C de and not to place the yste eration until a Certiff- cate of Compliance has been issued by this Board o eal / Signed - Date o�' Application Approved "� Date * . Application Disapproved for the following reasons Permit No. I.- = Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY, that the On-site Sewage Dis osal System Constructed(41 )Repaired ( )Upgraded( ) Abandoned( )by CAgi=.— "�1 � h7U ?l�— at l.,h, �ltl� wC/Lf 77/��,/4 —has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permgml___�dated Installer Designer / C The issuance of this •e t hal nq�t be construed as a guarantee that th�SSyste 'will funvJction a��esigLe d'" Date 1�(�3 Inspectors St will +!,/ t �v No. &ZJ 71' aV �, Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Mioponl 6potem Con.5truction Permit Permission is hereby granted to Construct(` )Repair( ))Upgrade( )Abandon( ) System located at 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 mus e o ,pleted within three years of the date of this pe 't. , Date: / Approved by 1 - I I I ' i it T.O.F..F T .44.0 A EL .0' E L GEND 2" DOUBLE WASHED PEASTONE �Oo WATER SHUT OFF VALVE ACCESS COVER WITHIN 6" TO FIN. GRADE ACCESS COVER (WATERTIGHT)_ PROPOSED LOCATION - WITHIN 6" TO FIN. GRADE EXISTING WATER LINE Locus PROPOSED LOCATION EL.37 MIN. 2% SLOPE REQUIRED OVER SYSTEM jl MINIMUM .75' OF COVER OVER PRECAST EL.36 MAX - ACCESS COVER �So GAS SHUT OFF VALVE o r v I PROPOSED 1,500 RUN PIPE LEVEL WITHIN 6" FOR FIRST 2' TYPICAL OF D2) TO BE LOCATED L 34 7 GALLON SEPTIC G GAS LINE r .. EL.34,50 �� EXISTING 6A TANK (H- 10 GAS JHL20 EL.33.0 - TO BE LOCATED ROUTE t , J EL.37.3' EL.32.31 BAFFLE EL.32.48 (_ O 0 0 O �` EXISTING PHONE LINE BASEMENT FL. <� o TO BE LOCATED O PROP. AT EL. S o EL.32.17f a o a a CI C] C� 0 C7 0 34" G11 T 36.3' 6_CRUSHED STONE OR MECHANICAL O O O a E] O [] ED 4 C SIDES �f' EXISTING ELECTRIC LINE DEPTH Of FLOW = 4' COMPACTION. (15.221 [2)) 4' ® SIDES _ TO BE LOCATED 3.5' 0ENDS2 oaao o aoao 35' ® END >. o EL 30.17t REQUIRED,TEE SIZES: H-2o EXISTING CABLE T.V., LINE E BARN ABLE, MA INLET DEPTH 10" MIN. BELOW FLOW LINE 3/4" TO 1 1 /2 DOUBLE WASHED STONE OUTLET DEPTH = 14" MIN. BELOW THE FLOW LINE ,. TO BE LOCATED � ---44 EXISTING CONTOUR LOCUS �-�t T T c T � (SLOPE VARIES) i +35.8 EXISTING SPOT GRADE LO C lJ S MAP z9 ( . MIN. SLOPE) ( . SLOPE) (� MIN. SLOPE) SCALE 1" = lO00' FOUNDATION 31' SEPTIC TANK 82' D' BOX 2' 14' LEACHING FACILITY 6.37' PROPOSED CONTOUR LONGEST LENGTH 16' 5'REMOVAL REOU/RED 72 f TO B4"t D££P PROPOSED SPOT GRADE ASSESSORS MAP 217, PARCEL 050--003 TO BOTTOM Cl LAYER 6.67' ' SYSTEM PROFILE SEE TEST HOLE LOGS TH1 I ENc/NEER TO /NSP£CT & CERTIFY R£MO�;ac SAIL TEST HOLE FLOODZONE: C, BARNSTABLE (NOT TO SCALE) � SEE TEST HOLE LOG(S) PANEL # 250001 0003D •ZONING DISTRICT: RF FRONT: 30' SIDE: 15' ' REAR: 15' BOTTOM OF TH2 EL.23.8 SEE SOIL LOGS 'TO BE CONFIRMED BY BUILDING COMMISSIONER BOTTOM OF.TH1 L.23.5 SEE SOIL LOGS I '1A i _ EXISTING WELL ZA APPROXIMATE LOCATION NOTES: 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS o APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING CD l CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE QD }' (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR J''� n "� EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. ,`O� 2 ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMP, 15.00 TITLE 5 yh .0 AND BARNSTABLE HEALTH REGULATIONS. 3. VERTICAL DATUM IS NGVD, ELEVATION ASSUMED FROM QUAD. �p 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H10 SEPTIC TANK, H-20 D-BOX & CHAMBERS. 5, THIS PLAN IS FOR A PROPOSED SEWAGE DISPOSAL SYSTEM ONLY AND IS NOT TO BE USED FOR ANY OTHER PURPOSE. STAItCED } 3�O 1 j j 6. ALL SEPTIC'PIPING SCH-40-4" PVC UNLESS NOTED. S/LT £NCE �0 �p 0 9 \ 7. COMPONENTS IJOT TO BE BACKFILLED OR CONCEALED WITHOUT 7 �' IN<PFCTIOU-c .90A�7,D -- HEALTH AND PEPMI SS<lN OQT',INED p,� �T� Od _ fPn�� e�soD C•F HEALTH. A 8 MINIMUM PIPE 'PITCH TO BE 1/8" PER FOOT. �,,, �9. PIPE JOINTS ,TO BE kIADE WATERTIGHT. • ' _ 3s 0. WATER TEST O=BOX FOR LEVELNESS. _ - - - - 1. WATER SERVICE APPROXIMATE AS SHOWN. GAS, ELECTRIC, TELEPHONE & CABLE UTILITIES - X ^�e I2 j }5 TO BE INS?.4LLED TO THE FRGPC`LD GUILD; :v LvCiniEG c71' V IHERS. (ALL SUBJECT TO FINAL DESIGN AND LOCATION AS REQUIRED BY UTILITIES VENDORS). P°) OSED �. . rn o� a �'t 4 BED ROOM 38 CA 1 ` TOP rND" ¢L.4•o' N J 38 33, / a0 PROPOSED 1500 GAL. SEPTIC TANK EXISTING WELL APPROXIMATE 'LOCATION I 3 ' .� ,n }�// NUMBERED WETLAND FLAGS SHOWN REPRESENT A RE-FLAGGING OF THE WETLAND LINE AS PREVIOUSLY DtUNEATED BY DONALD,SCHAU_ WETLAND DEPTH (in.) TH1 ELEVATION P/9711 SCIENTIST, IN 1994 0" A 35.5 PERC RATE: < 8 MPI ((CLASS It (10 MPI DESIGN)) } �18 S Q YR 30 3 i PRESOAK: 0:10:00-0:10:15 36 5 14" 34.3 9": 0:11:313 02 �•' /�� } � r � 1 � SILTCLOA 16": 0:11:02 N £� } 5� ti15/ 10 YR 6 4 TOP OF PERC: AT 72" EL.29.5 P DESIGN: GARBAGE NSPOSER IS NOT ALLOWED / /4 ! ►� 72' 1 29.5 -P II, SEPTIC DES G ( � / t •y �, C NUMBER OF BEDROOMS: 4 / O 19. I 5�>r R / �7 LOAMY SAND NO WATER OBSERVED �I // } �1;2 (10 141k ) 1 2.5 Y 6/4 USE DESIGN 440 G/P REQUIRED DESIGN FLOW G/D T/ / �, ti� 144" 23.5 SEPTIC TANK: 440 G/0 (2) s 880 G/D I /' / i 26 USE PROPOSED 1,500 GALLON SEPTIC TANK o / / 2g DEPTH (in.) TH2 ELEVATION LEACHING: / ,: / 56 .�1 24 �6 0' A 35.8 PERC RATE: < 9 MPI CLASS It 10 MPI DESIGN)) PROPOSf.'D SIDE AREA: 2 x 2' x (12.83'+41') .= 215 SF O-B0X D8-6 y`O I / / "� 23 (( ( )SANOI�LOAM PRESOAK: 0:10:05-0:10:20 BOTTOM AREA 12.83' x d 1' = 526 SF `T6` l ~ ^� ^'� 22 1 20 N YR A 4 12": 0:10:42 SIDES: 2t5 SF PROPOSED / _ 3. H2 I ~ ti� ,yti5 LOAMY SANG 6": 0:11:07 + BOTTOM: 526 SF SOIL ABSORPRON SYSTEM l 00 4iN 10 YR UNSUIT 5 8 TOP OF PERC: AT 72" EL.29.5 TOTAL: 741 SF 4 - 500 CALLOW PRECAST co1v ,?vz- / I 0 1ti PROPOSED CAPACITY: 741 SF x 0.60 G D/SF = 444 G/D O.K. LEACH/NC CHAMBERS 36" C1 32.8 / W17N 4' OF STONE ALONG THE S10ES #4 10 YR LOAM NO WATER OBSERVED ANO J..5' OF STONE AT THE £NOS- SEPTIC SYSTEM DESIGN DATA ~r N 84' za.8 5'REMOVAL REOUIREO 72'.t TO B4 t DEEP r ; " m ,. o N c+ r LOAMY SAND TO BOTTOM C1 L A YER \ n� ` i n�' `' `"' cv r \� 2.5 Y 7/4 SEE TEST HOLE L 0GS \ ~' �, 144" 23.8 ENC/NEER TO INSPECT ep CERnFY REMOVAL Z c` /3 I' 2 L T 3 DATE: 3/14/00 ENGINEER: MICHAEL S. FARIA, SE s� 8t0v (DOWN CAPE ENGINEERING) 5 4 9 sr WITNESS: EDWARD F, BARRY \ EXCAVATOR: BORTOLOTTI CONSTRUCTION A ? TEST HOLE LOG_ 0 \ Pr 9Z NOT TO SCALE o b \ tZ DESIGNING ENGINEER MUST SUPERVISE INSTALLATION AND CERTIFY IN WRITING tiq at ` THE SYSTEM WAS INSTALLED IN STRICT �I .. R01"✓ O ACCORDANCE TO PLAN. F I , ( II, �? I • f �Q ,r � y 2 , 90 FR � sz I lA� ccw ACDTOR nE INTO m+v wATER COORO/HATE W17N WATER DEPARTMENT �-� � �Z I ' TUW�t r� \�OF V� �: ��a R BAR145TA@L t Y DRAINAGEO % ;pG4' \ �sa MANH E © r TITLE 5 SITE PLAN off. 508-362-4541 TER /Ir ITE PLAN`i \ s u70FF `'� \ �'' OF LAND IN `fox 508-362-9880 BENCHMARK � \ WEST BARNSTABLE MA SCALE: 1"=30� � -_ � - down cape engineering, inc. HYDRANT \\ o �" OF PREPARED FOR THOMAS A. Gt_ISTAFSON TAG CIVIL ENGINEERS EL 39 208T y40 `�' TEL +w �� cr ,►4 �� LOCATED AT LOT 3 STONEWALL DRIVE �•� ._ . ; � Ncvo 0 11 RISER � H. x � a� H WEST , BARNSTABLE, MA 02668 LAND SURVEYORS -' _ ' ' BOARD OF HEALTH - �� ,:.. ,., - " ��f +,�1 � � / „•Na Ilk SCALE: 1 __.____ � E: � �'► -- 939 main st. yarmouth, ma 02675 _ _.. TP 4 z, MA r� --� APPROVED DATE