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HomeMy WebLinkAbout1001 WEST MAIN STREET - Health 1001 WEST MAIN ST. Centerville A = 229 - 058 UPC 17534 l/ll IIAGTINGS.UN _ - t sAt Ir rya 0 V t Ale f.) i I , f � r a i v i f 1 4 67 , qj i I fg =°y t F f 1 kA f � ira � a s AsBuilt Page 1 of 1 TOWN OF BARNSTABLE LOCATION XQQ\ SEWAGE#0X4`3- 5CD VILLAGE ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO ,cc�;l •r �irc'� 5 � SEPTIC TANK CAPACITY LEACHING FACILITY:(type)yZ%53�k-_qA�S<Z NO.OF BEDROOMS tt OWNER PERMIT DATE: E��.� 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) l Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) C? Feet FURNISHED �a � l� � • 177 o s-y G;>7 http://issgl2/intranet/propdataJprebuilt.aspx?mappar=229058&seq=1 6/24/2014 No. (l J Fee ( THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Ye' PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS � application for Misposal 6pBtem Construction Permit I Application for a Permit to Construct( ) Repair( ) Upgrade(Abandon( ) [QComplete System ❑Individual Components Location Address or Lot No. C_L..xai MA"C%N Owner's Name,Address d Tel.No. Sae-?3 - ► Assessor's Map/Parcel CD l®®(, CA3C;-.T-1 yv`n�vvS`� C'eK�,X:l 09 3 Installer's Name,Address,and Tel.No.�'� �' �-� Designer's Name,Address,and Tel.No.S"'ZT-Q lj—3�?V!7:) Type of Buildiug: f Dwelling No.of Bedrooms 7 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures C/ Design Flow(min`./required) YYO gpd Design flow provided y7� gpd Plan Date r �a o� Number of sheets l Revision Date Title Size of Septic Tank _�d� �.�,F(�,�e, Type of S.A.S. Description of Soil -� Nature of Repairs or Alterations(Answer when applicable)1:-.•e%_, ( tAsa- P,G--s c-; 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 t ' Board of Health. ed Jey 1, Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Date Issued ; ai.- -- -- - -- - - - ------- No. /�J 0 .Y Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer. PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Ye 2ppYication for Misposai 4pstrm Construction hermit I _ Application for a Permit to Construct( ) Repair( ) Upgrade(%,KAbandon( ) N omplete System ❑Individual Components Location Address or Lot No. fog ~cam y��;w , Owner's Name,Address,and Tel.No. Assessor's Map/Parcel rInstaller's Name,Address,and Tel.No. 5©T-`(7 r 605:5' Designer's Name,Address,and Tel.No.S©$-anj-3�?$`Z:> Type of Building: Dwelling No.of Bedrooms Lot Size R, 7,��j sq.ft. Garbage Grinder( ) Other Type of Building , No.of Persons Showers( ) Cafeteria( ) Other Fixtures ` Design Flow(min.required) Y/ (C) gpd Design flow provided ��� gpd Plan Date- �j Number of sheets 4 Revision Date Title Size of Septic Tank ! 5-pp S Type of S.A.S. ��!s Description of Soil Nature of Repairs or Alterations(Answer when applicable) I 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 Certifica{yte of Compliance has been issued by this�oard of Health. S' hed & ­=7� d Date < r Application Approved by Date PI Application Disapproved by Date), for the following reasons Permit No. Date Issued _____________________________________________________-------4 TH E COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS r (Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded(Z� Abandoned( )by� .-.�•.1 �� �,� �� at V,, < has been constructed in'accord ance with the provisions of Title 5 and the for Disposal System Construction Permit No. © �(� dated t Designer �,Stiv. ; � �•��S^,yc #bedrooms L� Approved design flow gpd The issuance of this p rmit hall not be construed as a guarantee that the system wi ahc��ionaesigned: Q p Date / Inspector _ ---------------------------------------------------/ / - - Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction permit Permission is hereby granted to Construct( ) Repair( ) Upgrade(tom'`- Abandon( ) System located at 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 st b/e co plea within three years of the date of this permit. Date Approved byILI i' l i r Town of Barnstable Regulatory Services Sl, Thomas F.Geiler,Director EARDWABM Public Health Division MAM Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: ► o1C713 Sewage Permit#Z?�-15-C-) Assessor's Map/Parcel Installer&Designer Certification Form Designer: CS N °l one-��►�°� Installer: Address: Pc Address: 3re.;,sAnc, MA 02V31 On 3 ti,4Qa.s issued a permit to install a (dat ) (installer) septic system at 1 00 1 W e-%L Ratn SV, Gn 4-f rV%I[r. based on a.design drawn by (address) C S N C-Y)w n t e,r►n q dated `1 I�-�'113 (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. Stripout (if required) was inspected and the soils were found satisfactory. 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 any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Stripout(if required) was inspected and the soils were found satisfactory. Wit"OF*$ � cy LINDA J. aN (Installer's Si` ature PINTO � ll � ) CIVIL W No.46504 �01STrE (Designer's ignature) (Affix Des i ere) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. gAoffice forms\designercertification form.doc 1 TOWN OF BARNSTABLE LOCATION/QQQ ����'44 y ` tA�y�, 5�. SEWAGE#Dc-�\3- �O VILLAGE ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE SEPTIC TANK CAPACITY LEACHING FACILITY.(type) (size)'c_�S it t4(,�-J X NO.OF BEDROOMS stews wSc��+^•v C.J OWNER L,&\& PERMIT DATE: 6 lea COMPLIANCE DATE: ? c� 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) 1\® Feet FURNISHED BY �� S"" -� _� ti A,,i= `�fto ►, Ate` 5d �� y ��(� `G j o¢VIE Town of Barnstable P# Department of Regulatory Services J BARMN i Public Health Division Date iaJq �� 200 Main Street,Hyannis MA 02601 lF0 MA't� Date Scheduled_ �I Time Fee Pd. Soil Suitability Assessment for Spwqge Disposal Performed By: Witnessed By: LOCATION& GENERAL INFORMATION Location Address 10(0( Owner's Name C \' V ►�`P Address �r�—\.- v�,n� e-1-a,6 3 Assessor's Map/Parcel Engineer's Name �� NEW CONSTRUCTION REPAIR Telephone# _ Land Use S kt "Fl c. Slopes('%) ` ' 5 OIn Surface Stones Distances from: Open Water Body —tt Possible Wet Area N I-Aft Drinking Water Well r ft Drainage Way (A ft Property Line ��ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) pwtll�„g U Lo n5 9 o'ti ci Parent material(geologic) �ACu' LJ04 Depth to Bedrock Depth to Groundwater. Standing Water in Hole: A Weeping from Pit Face PEstlmated Sea.,onal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE U') �-Iethod Used: 0L• De th Observed standing in obs.hole: __ ____ in, Depth to soil mottles: in. De th to weeping from side of obs,hole: in, Groundwater Adjustment ft. Vdex Well# Reading Date: Index Well lev���, Adj,i ctor- Adj,Groundwater level, Cs PERCOLATION TEST bate , Time Observation e# � Time at 4" f` Depth of Penc Time at 6" Start Pre-soak Time @ Time(9"-6") End Pre-soak L� n Rate Min./Inch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the. Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTICIPERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture .Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Stnucture,Stones,,Boulders. onsistency.96 GraveD 6-'36 g - �► � �S� Id 2 4�(, �-� - t22 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones.Boulders. onsisten %Gravel) 3/3 L - �-1 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) - (Munsell) Mottling (Structure,Stones,Boulders. Consistencv.%Oravel) DEEP OBSERVATION ON HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones:Boulders. onsistcncy. Flood Insurance Rate Map: 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 pervi s material exist in all areas observed throughout the area proposed for the soil absorption system? Q S .._. If not,what is the depth of naturally occurring pervious material? Certification I certify that on 1 LJ �' (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 traimpig,expertise and experience described in 310 CMR 15.017. Signature Date Q:ISEPTICIPERCFORM.DOC TOP Of SLAB 24'diameter concrete covers 1 I HYANN15, EL=43.3 raised to wrthm 6'of hmsh grade Vl/ MA (or as noted) �S lnspection Port and cap with magnetrc - markmg tape to wrthm 3'of grade fL=42.0(mm) EL=4/.6(mm) EL=4/.0 42.7(maxJ b1/C 7V� V�� �� #1007 t'�y LOCUS �o 2 d9' 3) 4/.2t 328, 40.9f ��2 We Main Street m 39.7t X Q-I ( @OJ �� 42.3+ 40.00 O_ 3 N - Parcel A9 . . Fnstmg O 9� i Area= 18,750 S.F.± 0 w� Gas Baffle J 38.40 D O�J - o \ Long �a Pond ' Longest Run TWENTY FlVf(25)ADS AKC361-IC /4' -# --- l l' 9" (36/6Z'02)LEACH CHAMBERS/N BED DB-6 CONF/GURAT/ON WITHF1 Xf(5)ROWS #987 PROP05ED /500 GALLON (h'-20 Rated) OF F/l/E(5)CHAMBERS 5EP77C TANK D-BOX LEACH CHAM5ER5 EL=3/.8+Bottom of Test hole � SITE LOCUS / NOT TO SCALE FLOW PROFILE Map 229 Parcel 59 � I Assessor's Map 229 Parcel 58 NOT TO SCALE .) CONSTRUCTION NOTES �Frs _ - - 2.) Deed Book I G750 Page 135 t'1 .)ALL WORK SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE,TITLE 5 (3 10 CMR 15.000): 3.) Plan Book 60 Pa� Top 9 4 6 ge 33 STANDARD REQUIREMENTS FOR THE SITING, CONSTRUCTION, INSPECTION, UPGRADE, AND BENCHMARK j - - -- - ifs/,earoo 4.) This property 15 in a Zone II of a Public EXPANSION OF ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS AND FOR THE TRANSPORT I To of Bottom Corner Ste b E��n'�w Water Supply AND DISPOSAL OF SEPTAGE, AND THE LOCAL BOARD OF HEALTH REGULATIONS. p p 43 of/�n Map 229 Bdrm Bth EL=44.0(Assumed Datum) 1 3� Parcel 57 5.) Flood Zone: C TJ. 2.) ANY SEPTIC SYSTEM COMPONENT INSTALLED IN A LOCATION WHERE THERE IS POTENTIAL FOR 44. VEHICLES OR HEAVY EQUIPMENT TO PA55 OVER IT SHALL BE DESIGNED TO WITHSTAND AN H-20 J 4.2 ati LOADING. IF UNDER AN IMPERVIOUS SURFACE, SYSTEM SHALL BE VENTED TO THE ATMOSPHERE. .\Dock 3.)TO MINIMIZE UNEVEN SETTLING, SEPTIC TANKS SHALL BE INSTALLED ON A STABLE Bdrm ! 25' LEGEND MECHANICALLY-COMPACTED BASE ON SIX INCHES OF CRUSHED STONE. G 5.0' 5.0' 5.0' 5.0' 5.0' Open Area '�, %� EXISTING SPOT GRADE 4.)COVERS OVER THE INLET AND OUTLET TEES OF THE SEPTIC TANK,THE DISTRIBUTION BOX, AND /2) Planter , THE SOIL ABSORPTION SYSTEM SHALL BE RAISED TO WITHIN G"OF FINAL GRADE. LEACHING FIELDS, /O;,,h 4z�) OF °j ! 24x5 PROPOSED SPOT GRADE `� `� ' EXISTING CONTOUR TRENCHES, AND OTHER SOIL ABSORPTION SYSTEMS WITHOUT ACCESS MANHOLES SHALL HAVE AT Second Floor0 1Ce55 ool LEAST ONE(1) INSPECTION PORT CONSISTING OF PERFORATED 4"PVC PIPE PLACED VERTICALLY TO , !f,. ,;�,p 6? 24- PROPOSED CONTOUR THE BOTTOM OF THE SOIL ABSORPTION SYSTEM WITH A CAP, TIED WITH MAGNETIC MARKING TAPE, N _ W WATER SERVICE LINE ACCESSIBLE TO WITHIN 3"OF FINAL GRADE. Bdrm Bdrm ., 2G"Oak Q-BOX N O OVERHEAD UTILITY LINES 5.) PIPING SHALL CON515T OF 4"SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL BE LAID ON A �, 67, UNDERGROUND UTILITY LINES MINIMUM CONTINUOUS GRADE OF NOT LESS THAN 2% FROM THE BUILDING TO THE SEPTIC TANK, O N c GAS SERVICE LINE AND NOT LESS THAN I%OTHERWISE. p [r� / 4,� a° in - ------- LIMIT OF WORK rD � � 6 NFENCE G.) DISTRIBUTION LINES FOR THE SOIL ABSORPTION SYSTEM SHALL BE 4"DIAMETER SCHEDULE 40 Living �L � eg Ins ection Port(See Note#4) � TEST HOLE LOCATION PVC (OR EQUIVALENT) LAID AT 0.00S FT/FT. UNLESS OTHERWISE NOTED. LINES SHALL BE CAPPED imng 2 Zone - Shed,;' P t! Kitchen 40 mil/1DPE Liner(See More#22) AT END OR AS NOTED. - -" - - - - � - - �- - - �4O° '� ST SEPTIC TANK 7.) LINES FROM THE DISTRIBUTION BOX TO BE LEVEL FOR THE FIRST TWO(2) FEET BEFORE &istmg Cesspools DB DISTRIBUTION BOX First Floor of4o CC55pool to be Abandoned PLAN VIEW 5A5 SOIL ABSORPTION SYSTEM PITCHING TO THE 501L ABSORPTION SYSTEM. DISTRIBUTION BOX SHALL BE WATER TESTED TO Sunroom 1* f (see Note A2/) ASSURE EVEN DISTRIBUTION. �\ _ SCALE: I" = 10' 8.)GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE STRUCTURES - - - - - - - - - - - - - - - - - IN ORDER TO PROVIDE A WATERTIGHT SEAL. �� �6 9.) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE SEWAGE FLOOR PLAN �o DISPOSAL FIELD DURING THE COURSE OF CONSTRUCTION OF THE SYSTEM. O� - - - - - - - - `L K- NOTTOSCALE _ - - - - - - - - 1 0.) IN ACCORDANCE WITH 3 10 CMR 15.22 1, ALL SYSTEM COMPONENTS SHALL BE MARKED WITH - - SYSTEM DES 1 G N CALCULATIONS dk MAGNETIC MARKING TAPE. O OF q S60 ffer - - - SEWAGE DESIGN FLOW REQU/RED:4 BEDROOM DWELL/NG `t� jN M S`S9 I I.)THERE ARE NO KNOWN WELLS WITHIN 100'OF THE PROPOSED SOIL ABSORPTION SYSTEM. Zo - @ _ //0 GPD/BEDROOM=440 GPD REQUIRED LINDA J. yr- 1 2.) FROM THE DATE OF THE INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL RECEIPT OF PINTO a - - '�, SEWAGE DE5/6N FLOW PROVIDED: TWENTY FIVE(25)ADS UNlT5/N BED THE CERTIFICATE OF COMPLIANCE, THE PERIMETER SHALL BE STAKED AND FLAGGED TO PREVENT C L ' USE OF THE AREA THAT MAY CAUSE DAMAGE TO THE SYSTEM. - - - - - CONF/GURAT/ON/N F!l/E(5J ROWS OFF/l/E(5)UNITS EACh. � '�6 �N _ - - _ - �`- - - - -o Q. �d 'P� 13.) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UNLESS _ Vt=[(440/0_74)/(4.8FTZ/FT)/5.OLFJ =24.7AD5 UN/T5 re G/STEM CONSTRUCTED AS SHOWN ON PLAN. ANY CHANGES SHALL BE APPROVED IN WRITING BY THE _ _ REQUIRED(25 PROL//DED) s�ONAL ENG\ DESIGNER. 444 GPD PROVIDED>440 GPD REQUIRED 14.)THE BOARD OF HEALTH REQUIRES INSPECTION OF ALL CONSTRUCTION BY AN AGENT OF THE SEPTIC TANK CAPAC/TYREQU/RED: 440 GPD X 200% =B80 GPD REQU/RED BOARD OF HEALTH AND THE DESIGNER. THE DESIGNER SHALL CERTIFY IN WRITING THAT THE SEPTIC TANK CAPAC/TYPROI/IDED: /500 GALLON SEPTIC TANK SEWAGE DISPOSAL SYSTEM WAS INSTALLED IN ACCORDANCE WITH THE TERMS OF THE PERMIT AND THE APPROVED PLANS. 48 HOURS ADVANCE NOTICE 15 REQUESTED. \ � A GARBAGE DISPOSAL/5 NOT PERMITTED WITH Tl-l/S DESIGN FLOW �' \ SITE PLAN sip >�orx by. 15.) LOCATION OF UTILITIES IS APPROXIMATE AND CONTRACTOR SHALL BE RESPONSIBLE FOR �F� � DETERMINING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO 9eo COMMENCEMENT OF ANY WORK.THIS INCLUDES, BUT IS NOT LIMITED TO, REQUESTS TO DIG5AFE, `F 'h' � � _ A & M Land Services ANY PRIVATE UTILITY COMPANIES, AND THE LOCAL WATER DEPARTMENT. /anQ _ SCALE: 1" = 20' 818 Route 28, Suite 3 �S.0 - West Yarmouth, MA 02873 1 G.)CONTRACTOR SHALL VERIFY THAT ALL WA5TI INES ARE CONNECTED BY WATER TESTING WITHIN (on F I CERTIFY THAT I AM CURRENTLY APPROVED BY THE Pb. (508) 737-1777 Rmag aumland®comaest net THE DWELLING PRIOR TO INSTALLATION OF ANY SEPTIC COMPONENTS. 9 Po DEPARTMENT OF ENVIRONMENTAL PROTECTION PURSUANT TO nq 3 10 CMR 1 5.01 7 TO CONDUCT SOIL EVALUATIONS AND THAT 17.)CONTRACTOR SHALL VERIFY EXISTING INVERT ELEVATIONS PRIOR TO INSTALLATION OF ANY THE SOIL ANALYSIS HAS BEEN PERFORMED BY ME CONSISTENT Prepared for: SEPTIC SYSTEM COMPONENTS. WITH THE REQUIRED TRAINING, EXPERTISE, AND EXPERIENCE DESCRIBED IN 310 CMR 15.017. 1 FURTHER CERTIFY THAT THE Ernest * Anita Labadle, Try. 16.) INSTRUMENT SURVEY CONDUCTED FOR PROPOSED WORK ONLY. SITE PLAN SHALL NOT BE RESULTS OF MY SOIL EVALUATION AS INDICATED ON THE 100 I West Main 5t., Centerville, MA USED FOR STAKING, OR ANY OTHER PURPOSES. ATTACHED SOIL EVALUATION FORM, ARE ACCURATE AND IN ACCORDANCE WITH 3 10 CMR 15.100 THROUGH 1 5.107 19.)THIS PLAN DOES NOT CERTIFY, GUARANTEE OR WARRANTY COMPLIANCE WITH DEEDED OR ±) Proposed Sewage em Disposal Syst ZONING BYLAWS, SPECIFICALLY, BUT NOT LIMITED TO, SIDELINE SETBACKS AND BUILDING HEIGHT Test Hole#I (EL=42.5 100 I West Main e Centerville, RESTRICTIONS. OWNER 15 RESPONSIBLE FOR OBTAINING SUCH A DETERMINATION FROM THE Depth Layer Sod Class Sod Color Comments MA TEST HOLE LOGS APPROPRIATE AUTHORITY. Linda J. Pinto, Certified Soil Evaluator 20.) IF SOILS DIFFER FROM THOSE SHOWN IN THE SOILS LOGS, DESIGN ENGINEER IS TO INSPECT A Medium Sandy Loam I OYR 3/3 Prepared by: THE SOILS PRIOR TO PROCEEDING WITH INSTALLATION. 8"-2 1" B Medium Sandy Loam I OYR 4/G 2 1"-1 22" C I Medium Sand I OYR 5/G Perc @ 30 42.0±) 100 1 West Main Street Ernest t Anita Labadie,Trs CSN 2 1.) EXISTING SEPTIC COMPONENTS TO BE LOCATED, PUMPED DRY, FILLED WITH CLEAN SAND AND Test Hole#2 (EL= 1�► / Centerville, MA 02G32 ABANDONED IN PLACE. AREA TO BE COMPACTED TO MINIMIZE SETTLING. Depth layer Soil Gass Soil Color Comments T/ PAP 22.) INSTALL A 40 and HDPE LINER FROM EL 39.7 TO EL 35.7 AS SHOWN ON PLAN (SEE PLAN VIEW). DATE OF TESTING: 04122113 P#13927 O"-G" A Medium Sandy Loam I OYR 3/3 t - Engineering SOIL EVALUATOR: LINDA J. PINTO, P.E., CSN ENGINEERING G"-27" B Medium Sandy Loam I OYR 4/G INSPECTION NOTE: BOARD OF HEALTH AGENT: DON DE51VIAKAI5, BARN5TABL.E HEALTH DEPT 27"-1 22" Cl Medium Sand I OYR 5/G 0 20 40 60 PERCOLATION RATE: LESS THAN 2 MIN/INCH IN"C" LAYER P.O.Bo%2030 Phone:(508) 0 PRIOR TO FINAL INSPECTION BY THE ENGINEER, SYSTEM Teaticket,Mff 02536 Par:(508)548-5478 478 NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS. NO GROUNDWATER ENCOUNTERED SCALE I =20 C:\C5N\RR-West Mam\RR-West Main-SDS Plan.dwg Date: 04/22/13 scale:As Shown I By: LIP Check: MTA I Project No. C5NO341