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HomeMy WebLinkAbout0116 HILLSIDE DRIVE - Health 116 Hillside Drive Centerville A= 193 038 S///� /�® �JaRecY�tFocoy� UPC 10259 NO. H163OR MAST e I TOWN OF BARNSTABLE IsOCATION � �6�s/G� SEWAGE#,-r-,/© — 7� VILLAGE Cr✓lkA V f�6 ASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) 6 (size) NO.OF BEDROOMS OWNER 9L-J PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well 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 ate _ f'r � �r Mo v 6, 134 - 3 " a�� No. 7-01® 1 ` i Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ftpliration for Mispo8al *pstrm Construction Permit Application for a Permit to Construct( ) Repair(Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Si mil Owwne 3'same,Address,and Tel.No. Assessor's Map/Parcel 3 l.�^1�N� 1 Cole e Installer'ss e Addr ss,anal Tel.No. S`G > Designer's N e Address,and Tel No�./ Jep'Y �=o4�d' S �� e .r Type of Building: _ Dwelling No.of Bedrooms L/ Lot Size 7, g/s sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 7 y 10 gpd Design flow provided gpd Plan Date 1aLd / 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) e tv LC 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 Application Approved by Date Application Disapproved by Date for the following reasons Permit No.ZU l o -- j Date Issued 17-63/t o ----------------- -- - -- ------------------------------------------------- " }t . No.� 1 0 1q I � ':`��. � Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -, ,roWN OF BARNSTABLE, MASSACHUSETTS Yes ZippYication for -Misposal Opstem construction Permit Application for a Permit to Construct( ) Repair((Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Owner's me,Address,and Tel.No. Assessor's Map/Parcel 3 �`Q T`Pti 1( (�,? 12o �� aC'��e Ins jlle W a Address,and Tel.No. Designer's Name, ddese van .No./ / /VeC C Type of Building: �y Dwelling No.of Bedrooms L� Lot Size / /�s^ sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 7 gpd Design flow provided gpd Plan Date 11d 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) .1,0cT 6v GC f =:r 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. t Signed Date 6c,er Application Approved by Date Application Disapproved by Date for the following reasons Permit No.GAO(O — t/9 ( Date Issued /zl13I t O 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 a at ! �j'j`(E j, ,� has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.ZIPI D'yq 1 dated 1 Z/13//O Installer Designer " #bedrooms Approved design flow �//✓ gpd The issuance of his pe it shall not be construed as a guarantee that the system wilt ct�i'dJn as des'gned. Date �L 1—7 /0 Inspector V - ----------- -------- --- ------ ------------------- -------- - ------------------------------- No. ?01 O `C II Fee /aO THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal 6pstem Construction Permit Permission is hereby granted to Construct( ) Repair(114 Upgrade( ) Abandon( ) System located at /A. H i L(�S l p T)(L 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:Constru tion must be completed within three years of the date of this permit. Date 1 Z 113 1 o Approved by / '— l/ Q Town of Barnstable P# 1 3 CD 7 Department of Regulatory Services :.AMgntsta,i Public Health Division Date Sl v 200 Main Street,Hyannis MA 02601 Date Scheduled Idio Time Fee Pd. too Soil SuitabilityAssessment for Sewage Disposal Performed By: yid l�ue-4 Witnessed By: ` P f� e, .. L�05C. N&GENERAL INFORMATION -y Location Address %�( /T//�• �Q Q�"�✓e. Owner'sName �pPryLG�ie7� KOe 6'1?&3Z Address Assessor's Map/Parcel: `J,3/ 3?— Engineer's Name NEW CONSTRUCTION REPAIR Telephone# Land Use _R-aldltl%h0.l Slopes(%)l0-^LOc./o Surface Stones 110 Distances from: Open Water Body 700 ft Possible Wet Area NIPt ft Drinking Water Well .I (_ft Drainage Way %'tee® ft Property Line 4_ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) �C15t1n� 4 U,,n • 17�elling uh�evLway � p-1 �^2 Parent material(geologic) G-16'lQl OSh Depth to Bedrock 7&1� 001 Depth to Groundwater: Standing Water in Hole: NIA Weeping from Pit Face N[A Estimated Seasonal High Groundwater DETERMINATION FOR SEASONALIHIGH WATER'TABLE Method Used: CG Depth Observed standing in obs.hole: in. Depth to soil mottles: in. `� Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. y .Z Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level PERCOLATION TEST Date +..I Time W Observation Hole# -L Time at9" 2�!30 Depth of Perc Ii Time at 6" 3.a,D -- Start Pre-soak Time @ 19,00 Time(9"-6") I' �90 N End Pre-soak O - - co c) r— Rate Min./Inch co m 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:\SEPTIC\PERCFORM.DOC - S • r F � , DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) 0-4 R 1--5 Ioy-311, �_M C3 LS to1eW4 7J{- 120 C, and 1010,14 flar�,y S�I�t t DEEP OBSERVATION'HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) o- 4 LS 312. 4-).4 a I-S Ioyit"ki -12o Cr y[ to ya rs14 ON& S)44 DEEP.OBSERVATION HOLE LOG,._ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) DEEP OBSERVATION HOLE LOG' Depth from Soil Horizon Soil Texture Soil Color 4Soil Other • Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistencv.%Gravel) Flood Insurance Rate Mai): / Above 500 year flood boundary No Yes • Within 500 year boundary No V Yes_ Within 100 year flood boundary No Yes Death 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? If not,what is the depth of naturally occurring pervious material? Certification I certify that on (date)I have passed the soil evaluator examination approved by the Department of n en tion and that the above analysis was performed by me consistent with the required tr ?ianderience described in 310 CMR 15.017. Signatur Date Q:\SEPTIC\PERCFOR 1 Town of Barnstable Regulatory Services o„ Thomas F. Geiler,Director STAB Public Health Division MAn ``� Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: A—? Sewage Permit# DOIC — Assessor's Map/Parcel Installer& Designer Certification Form ` / r` Designer: A d.o.- {7,r,�„ Installer: �jC l .— -�SfrJf!/�•F Address: ?YAr4 1�g%r0clMen --,,1 Address: `S 7� SC'dfj/aG� tyo goi. V14� VcrI MA On / ; f A/Ir , Cca77, / was issued a permit to install a (ddtt) (installer) septic system at lyi 116/A jq�, based on a design drawn by (address) CSN�'Gnwn Uwlkr' _5 dated q®�2 ke (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) ected and the soils were found satisfactory. �M Of oo, NDA J. PINTO s Signature) C► �o /ST (Designerl Signature) (Affix Desig 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 formsWesignercertification form.doc . a 16Q,[_ 1-14 &L&44� 2t�- 7q 2D TOWN OF BARNSTABLE LOCATION SEWAGE # �"- I 4ILLAGE �i � ASSESSOR'S MAP & LOT INSTALLER'S NAME PHONE NO. ��A & B CANCO 775-6264 SEPTIC TANK CAPACITY /L- zz " LEACHING FACILITY:(type) r3 C-IS (size) NO. OF BEDROOMS k PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER DATE PERMIT ISSUED: 7 DATE COMPLIANCE ISSUED: !F` 97 VARIANCE GRANTED: Yes No r 45'-4' O au Laundry Garage Bath 3 co N , IBasement Basement Family Room 116 Hillside LL Dr Centerville , MA 02632 lid 38' 10' 45'-4' ®� lmb lb a th LO %�® *# -> Bed 2 Dining Room Kitchen zo co Cu First Living Room Bed 1 Floor 116 Hillside Drive L) Centerville, MA 02632 lid 38 —9' Bath 2 Storage Bed Room 3 Bedroom 4 Second door 116 Hillside Dr . Centerville , MA 02632 TOP OF SLAB 24"diameter concrete covers PL=82.5 raised to wrthm 6"of finish grade CENTERVILLE, (oral noted) /nspection Port and cap with magnetic TWENTY SEVEN (27)ADS ARC3G (3G I GBD2) LOCUS MA marking tape to wrthm 3"of grade LEACH CHAMBERS IN BED CONFIGURATION WITH THREE (3) ROWS OF NINE (9)CHAMBERS Enstmg EL=83.2# FL=,53,5 t EL=B/.3(mm)-63.5(max) /�� ✓ 5.O' 5.0' 5.0' 5.0' 5.0 5.0' 5.0' 5.0' 5.0' , z 0 O 80.5+ m -BOX r: �S EriIt" ° 82.0+ 8/.Bf 80.37 _ 80.20 80./O I T ".,. N a�`\a�dy�a� Wecquaquet Eristmg °' O '' Enstrng N ln5pection Port(See Note4) ✓ '\\ Lake ,4 Gas Baffle 79.20 Zabel Filter . .:. ......:: Longest Run I TWfNTYSf PLAN VI EWI/fN(27J ADS ARC36 .4'+ 32' 6' -i Enstmg (36/6BD2J LfACI�CHAMBERS/N SCALE. I = I O D5-6 BED CONFIGURATION WITH TI-19ff fX/STING /000 GALLON (H-20 Rated) (3)ROWS OF NINE(9)Cl/AMBER5 SEPTIC TANK D-BOX LE I C l CHAMDfR,5 IfL=720:tBottom of Test Hole SITE LOCUS FLOW FROFI LE NOT TO SCALE NOT TO SCALE -- ��C/S��F I .) Assessor's Map 193 Parcel 038 53.30 2.) Deed Book 21 107 Page 2 1 3 CON 5TRU CTI O N NOTES 3.) This property 15 in a Zone II of a Public Water Supply 1 .) ALL WORK SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE,TITLE 5 (3 10 CMR 4.) Flood Zone: C 1 5.000): STANDARD REQUIREMENTS FOR THE SITING, CONSTRUCTION, INSPECTION, UPGRADE, PARCEL 038 AND EXPANSION OF ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS AND FOR THE TRANSPORT AND DISPOSAL OF SEPTAGE, AND THE LOCAL BOARD OF HEALTH REGULATIONS. Area= 14,375 S.F.± Q 2.) ANY SEPTIC SYSTEM COMPONENT INSTALLED IN A LOCATION WHERE THERE IS POTENTIAL FOR 5Y5TEM DESIGN CALCULATIONS VEHICLES OR HEAVY EQUIPMENT TO PASS OVER IT SHALL BE DESIGNED TO WITHSTAND AN H-20 �z- LOADING. IF UNDER AN IMPERVIOUS SURFACE, SYSTEM SHALL BE VENTED TO THE ATMOSPHERE. SEWAGE DESIGN FLOW REQUIRED: 4 BEDROOM DWELLING @ I 10 GPD = 440 GPD 3.)TO MINIMIZE UNEVEN SETTLING, ALL SYSTEM COMPONENTS SHALL BE INSTALLED ON A STABLE MECHANICALLY-COMPACTED BASE ON SIX INCHES OF CRUSHED STONE. LEACHING CAPACITY PROVIDED: �- TWENTY SEVEN (27)ADS UNITS IN BED CONFIGURATION IN THREE(3) ° 4.) COVERS OVER THE INLET AND OUTLET TEES OF THE SEPTIC TANK,THE DISTRIBUTION BOX, ROWS OF NINE (9) UNITS: //i/i/� - -® AND THE 501L ABSORPTION SYSTEM SHALL BE RAISED TO WITHIN G"OF FINAL GRADE. LEACHING Vt = [(440/0.74)/(4.8 FT2/FT)/ 5.0 LF] = 24.7 ADS UNITS REQUIRED FIELDS,TRENCHES, AND OTHER SOIL ABSORPTION SYSTEMS WITHOUT ACCESS MANHOLES (27 PROVIDED) SHALL HAVE AT LEAST ONE (1) INSPECTION PORT CONSISTING OF PERFORATED 4"PVC PIPE % Exist /® PLACED VERTICALLY TO THE BOTTOM OF THE SOIL ABSORPTION SYSTEM WITH A CAP,TIED WITH 479 GPD>440 GPD REQUIRED Parcel 053 n // Walkout Ba4 Bedroom MAGNETIC MARKING TAPE, ACCESSIBLE TO WITHIN 3"OF FINAL GRADE. d- j / ' To 5ement/G D�e11iny �{�pro y SEPTIC TANK CAPACITY REQUIRED: Town Water `N' / P of Slab EL a"age Unde W--ximafe Locatio BENCHMARK 5.) PIPING SHALL CONSIST OF 4"SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL BE LAID ON A DAILY FLOW = 440 GPD @ 200% = 880 GALLON REQUIRED 82.5; Wate Se W n Of _ _ PK Nail Set m Driveway Enstrng Septic Tank to be. � vim W CONTINUOUS GRADE OF NOT LESS THAN 2% FROM THE BUILDING TO THE SEPTIC e Line. '�W EL=82.00(Assumed Datum) MINIMUMNOT THAN I%OTHERWISE. SEPTIC TANK CAPACITY PROVIDED: Utilized(See Nate#20) / 83 /j/ / /// ° ° TANK, AND NOT L (. `.. TANK(EXISTING) //j ° %.' - I O GALLON SEPTIC O 0 / G.) DISTRIBUTION LINES FOR THE SOIL ABSORPTION SYSTEM SHALL BE 4" DIAMETER SCHEDULE ®� '� 4 ) t� ' 40 PVC (OR EQUIVALENT)LAID AT 0.005-FT/FT:UNLE55 OTHERWISE NOTED."LINES SHALL BE NOTE: A GARBAGE DISPOSAL 15 NOT'PERMITTED WITH THI5 DESI(SN ° CAPPED AT END OR AS NOTED. '` ✓ % w ✓ r - a 9 Qr PITCHING TO THE SOIL ABSORPTION BOX TO BE LEVEL FOR THE FIRST TWO (2) FEET BEFORE ® %�''f `�6 4 js3 2ST /O f ° a- ° 7.) LINES FROM THE DISTRIBUTION a. / e ,® LEGEND N SYSTEM. DISTRIBUTION BOX SHALL BE WATER TESTED TO /sHeo/ 83IS TP , _Y JL�` ✓ ° _ 2.3 EXISTING SPOT GRADE ASSURE EVEN DISTRIBUTION. / OB 83 1 J i// / �° a // 5.) GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE Existing Septic Component to /" 24x5 PROPOSED SPOT GRADE or�r wan STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT SEAL. ®f s 8 cc) 8218 I ''O _ '' be Abandoned(See Note#2/), -�- EXISTING CONTOUR 82.i. / Fasting Septic Component to -CM 24- PROPOSED CONTOUR 9.) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE SEWAGE ✓ be Removed(See Note#22) DISPOSAL FIELD DURING THE COURSE OF CONSTRUCTION OF THE SYSTEM. r' 1.s 8/ W WATER SERVICE LINE o / 3 Proposed SAS f in O OVERHEAD UTILITY LINES 10.) IN ACCORDANCE WITH 3 10 CMR 15.22 1, ALL SYSTEM COMPONENTS SHALL BE MARKED m (See Plan View) ^ ® UNDERGROUND UTILITY LINES WITH MAGNETIC MARKING TAPE. / o.sj Proposed40mil,HDPE - ` GAS SERVICE LINE \ ®" 76' ,Liner(See Note#23) \ / / /' ,/ --� - - 1 1 .)THERE ARE NO KNOWN WELLS WITHIN 100'OF THE PROPOSED SOIL ABSORPTION SYSTEM. / Patio / TOP OF BANK / +--•--�- LIMIT OF WORK 12.) FROM THE DATE OF THE INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL RECEIPT OF Parcel )52 = / // ��^� EDGE OF CLEARING THE CERTIFICATE OF COMPLIANCE,THE PERIMETER SHALL BE STAKED AND FLAGGED TO PREVENT Town Water ® - _ / J /r Q d ""- FENCE USE OF THE AREA THAT MAY CAUSE DAMAGE TO THE SYSTEM. .F-nst c TEST HOLE LOCATION I CERTIFY THAT I AM CURRENTLY APPROVED BY THE DEPARTMENT OF 13.) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UNLESS . O w� ° ST SEPTIC TANK ENVIRONMENTAL PROTECTION PURSUANT TO 310 CMR 15.017 TO CONSTRUCTED AS SHOWN ON PLAN. ANY CHANGES SHALL BE APPROVED IN WRITING BY THE � . ..._-- --• "� '/ f n - - . '- •-- "• -, i DB DISTRIBUTION BOX CONDUCT SOIL EVALUATIONS AND THAT THE ANALYSIS BELOW HAS - //G. -- - Parcel 0 16 SAS SOIL ABSORPTION SYSTEM DESIGNER. BEEN PERFORMED BY ME CONSISTENT WITH THE REQUIRED TRAINING, ® O' i ®- _ RESERVED FOR FUTURE USE EXPERTI AND EXPERIENCE DESCRIBED IN 310 CMR 15.01 7. I /� / / Town Water Reserve 14.)THE BOARD OF HEALTH REQUIRES INSPECTION OF ALL CONSTRUCTION BY AN AGENT OF THE UTILITY POLE FURTH R C TIFY T THE RESULTS OF MY SOIL EVALUATION AS i BOARD OF HEALTH AND THE DESIGNER. THE DESIGNER SHALL CERTIFY IN WRITING THAT THE ®- - SEWAGE DISPOSAL SYSTEM WAS INSTALLED IN ACCORDANCE WITH THE TERMS OF THE PERMIT INDI AND I ED ON THE CH SOIL EVALUATION FORM, ARE ACCURATE / / ® CATCH BASIN AC ITH 3 3 I O CMR 15.100 THROUGH 15.107 _ AND THE APPROVED PLANS. 48 HOURS ADVANCE NOTICE IS REQUESTED. Town Water r/ j / _ FIRE HYDRANT 15.) LOCATION OF UTILITIES IS APPROXIMATE AND CONTRACTOR SHALL BE RESPONSIBLE FOR ® / DRINKING WATER WELL DETERMINING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO CONCRETE BOUND COMMENCEMENT OF ANY WORK. THIS INCLUDES, BUT IS NOT LIMITED TO, REQUESTS TO David C. B , ertified Soil Evaluator ® �' DIGSAFE, ANY PRIVATE UTILITY COMPANIES, AND THE LOCAL WATER DEPARTMENT. LINDAJ. yG O n I G.) CONTRACTOR SHALL VERIFY THAT ALL WASTELINES ARE CONNECTED BY WATER TESTING SOIL ST LOGS : 51TE PLAN / 0 f'i1 IL CA WITHIN THE DWELLING PRIOR TO INSTALLATION OF ANY SEPTIC COMPONENTS. 51a Project: SCALE: I " = 20'17.)CONTRACTOR SHALL VERIFY EXISTING INVERT ELEVATIONS PRIOR TO INSTALLATION OF ANY TEST HOLE 1 : E ROBERT P. AND SHEILA M. COLEMANL=83.0± �'9Q��talgTE� ,� SEPTIC SYSTEM COMPONENTS. DEPTH FROM SOIL 501L SOIL 501L OTHER ���F(�NAL� 116 HILLSIDE DRIVE-CENTERVILLE,MA 02632 SURFACE HORIZON TEXTURE COLOR MOTTLING 18.) INSTRUMENT SURVEY CONDUCTED FOR PROPOSED WORK ONLY. SITE PLAN SHALL NOT BE (INCHES) (USDA) (MUNSELL) USED FOR STAKING, OR ANY OTHER PURPOSES. 0-4 A Loam Sand I OYR 3 2 NONE To soil Title: UPGRADE A 4-24 B Loamy Sand I OYR G 4 NONE 5ubsod INSPECTION NOTE: V SEWAGE DISPOSAL SYSTEM r GRADE 19.) IF SOILS DIFFER FROM THOSE SHOWN IN THE SOILS LOGS, DESIGN ENGINEER IS TO BE 24-1 20 C Sand I O 84 NONE Partl Silt fine-Med. Sand NOTIFIED IMMEDIATELY, PRIOR TO PROCEEDING WITH ANY WORK. 11 TEST HOLE Perc @ 58" PRIOR TO FINAL INSPECTION BY THE DESIGNER, SYSTEM r 116 HILLSIDE DRIVE- CENTERVILLE,MA 02632 20.) EXISTING 1000 GALLON SEPTIC TANK TO BE UTILIZED. PVC TEES TO BE INSTALLED ON INLET DEPTH FROMM EL=82.8±SOIL SOIL SOIL SOIL OTHER NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS. AND OUTLET PIPES IF NECESSARY, AND A GAS BAFFLE AND ZABEL FILTER INSTALLED IN THE SURFACE HORIZON TEXTURE COLOR MOTTLING B ENNETT ENVIRONMENTAL OUTLET TEE. (INCHES) (USDA) (MUNSELL) ;,° c INC.02 Loamy and I OYR G14 NONE TopSubsoil 1;FA e c SOCIATES, 1 2 1 .) EXISTING SEPTIC COMPONENTS TO BE LOCATED, PUMPED DRY, FILLED WITH CLEAN SAND 4-24 B Loamy Sand I OYR G/4 NONE Subsoil 1 11J 1J v AND ABANDONED IN PLACE. AREA TO BE COMPACTED TO MINIMIZE SETTLING. 24-1 20 C I Sand I I OYK 8/41 NONE I Partly Silty fine-Med. Sand LICENSED SITE PROFESSIONALS,ENVIRONMENTAL SCIENTISTS 22.) EXISTING SEPTIC COMPONENTS TO BE REMOVED. ANY CONTAMINATED 501L SHALL B DATE OF TESTING: IO/2G/I O E GEOLOGISTS,ENGINEERS REMOVED FOR A DISTANCE OF FIVE(5) FEET LATERALLY FROM THE SOIL ABSORPTION SYSTEM PERCOLATION RATE: LESS THAN 2 MIN/INCH IN "C"LAYER. 0 20 40 60 1573 MAIN STREET,P.O.BOX 1743,BREWSTER,MA 02361 AND REPLACED WITH CLEAN SAND. AREA TO BE COMPACTED TO MINIMIZE SETTLING. WITNESSED BY: DAVID C. BENNETT, RS, BENNM ENVIRONMENTAL ASSOCIATES, INC. EMEWR PHONE:(508)896-1706 www.bennett-eaxom FAX:(508)896-5109 DAVID STANTON, AGENT, BARNSTABLE HEALTH DEPARTMENT SCALE 1 "=20' DATE SCALE BY CHECK I JOB NUMBER 23.) INSTALL A 40 mil HDPE LINER FOR BREAKOUT FROM EL=80.5 TO EL=7G.5 AS SHOWN ON NO GROUNDWATER ENCOUNTERED PLAN (SEE PLAN VIEW). USE A LOADING RATE OF 0.74 GPD/SF FOR SIZING OF SOIL ABSORPTION SYSTEM. \Bennett-Coleman\Bennett-Coleman-SDS Plan.dma 10/28/10 As Noted LJP/s DCB BEA10-10264