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HomeMy WebLinkAbout0004 RALYN ROAD - Health 4 Raylyn Road.. Cotuit A= 022-041 -- --- "�'— F� �,I TOWN OF BARNSTABLE LOCATION �'� A�,, eQ , SEWAGE# 'Q�O\ VILLAGE����, 1 ASSESSOR'S MAP&PARCEL o�o�. {�INSTALLER'S NAME&PHONE NO. c r✓vC� SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) NO.OF BEDROOMS a-®ems a� �I OWNER PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within / 300 feet of leaching facility) Feet FURNISHED BY 3.5'� r l c g p M � . Town of Barnstable P#� Department of Regulatory Services Public Health Division Date 1 rEO A�� 200 Main Street,Hyannis MA 02601 Date Scheduled �l� / /l/ Time IL Fee Pd. Soil Suitability Assessment for S e Disposal Performed By: Witnessed By. Z�C LOCAT N GENERAL INFORMATION Location Address 2,� y 1 A/ /C=�-t-SL Owners Name i,lPa �e�r r �- r�y Address y 94f�, j2e.,• , Assessor's Ma /Parcel. g �� P U Z Z � — O�� En ineer's Name &/ NEW CONSTRUCTION REPAIR Telephone LO _7Y Y 7 Land Use Slopes(` ) 0' 5/0 Surface Stones o Distances from: Open Water Body �� �PI R Possible Wet Area NIA ft Drinking Water Well _ft Drainage Way ft Property Line 3 ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands 3n proximity to holes) p_ i Parent material(geologic) nGiHl d, S� Depth to Bedrock -7)-001 Depth to Groundwater. Standing Water in Hole: ►`1 114 Weeping from Pit Face Estimated Seasonal High Groundwater r DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: In. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in, Groundwater Adjustment ft. Index Well# Reading Date: Index Well level.; „ Adj.factor. Adj.Groundwater level PERCOLATION TEST We Mgill TIme t,�a-; Observation Hole# I Time at 9" Depth of Pero �Dq Tlme at 6" ti Start-Pre-soak Time @ 0;OD 'time(9"-6") End Pre-soak S� Rate Min,%ch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(YIN) 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 4 r 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- A IFLS 3IZ F MSL �SIb MSL b s/ C 1`a DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Grave oe FLS alz N Ire ILs/b 31 -y—1 C, MSL to y 51 41 .19,0 C . �I © � bra.vci DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistencv.%Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Boll Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. I � Flood Insurance Rate Map: l` Above 500 year flood boundary No_ Yes Within 500 year boundary No / Yes Within 100 year flood boundary No.7 Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervio s 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 I certify that on V�bv• )-- (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 traini g,expertise and experience described in 310 CMR 15.017. ,, DateMAN Signature ' Q:\.EPTICq?ERCFORM.DOC No. d d ( � Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftphratlon for MispoBal *pstrm Construction Permit Application for a Permit to Construct( ) Repair(,v)"Upgrade( ) Abandon( ) [:]Complete System Individual Components Location Address or Lot No. �Al�l vim. �c�,. Owner's Name,Address,and Tel.No. •lce� v�/'�i Assessor's Map/Parcel v� OL � Installer's Name,Address,and Tel.No.��ocQ�(�acy�y esigner's Name,Address,and Tel.No.CS'.lJ ; ,o,f8K 37i So`S'- �g�-E,oSS" 4.3�K a®3O fib$-OR 3�So d w��Cti c7z VVt oQS3,-Z Type of Building: Dwelling No.of Bedrooms Lot Size 0 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures �. Design Flow(min.required) 33 O gpd Design flow provided S J gpd Plan Date g� a L Number of sheets L Revision Date Title Size of Septic Tank 10�� t;�� ���,'Z:,;vpe of S.A.S. -\4'3S Description of Soil Nature of Repairs or Alterations(Answer when applicable) 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 C Date < � r Application Approved by _) Date Application Disapproved by Date for the following reasons Permit No. golf— a q�, Date Issued 0/— [ — l 1,...� ..,.-........ •. .. ..�....-, r-+.w.-...nr...'�.5`"^'.""'+cdgs.r:,,.. J1.•.�J.'^'4.�n..'aw.:4.^ti-+�rr+r...... ...o -.. _ .. ..•�,,...-+�. .r�r "- � _ . No. go I� 1 , 1 � Fee THE COMMONWEALTH OF f' A S:S-ACHUSETTS Entered in computer: Loll PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes application for Disposal *pstem Construction Permit Application for a Permit to Construct( ) Repair(V�Upgrade( ) Abandon( ) ❑Complete System2 Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No.E*.�C c"-_ L C r '- Assessor's Map/Parcel a� ( Co`c�` �c�.\ �. So�' -�/� - y6 Installer's Name,Address,and Tel.No.`�.�oc.Q�(V..ZVZ_s�' Designer's Name,Address,and Tel.No.CSJJ y>.o,26K 3 60515 Type of Building: Dwelling No.of Bedrooms Lot Size a�� ? o sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) 1. Other Fixtures Design Flow(min.required) gpd Design flow provided 5 gpd Plan Date g 1 ` \ Number of sheets Revision Date Title Size of Septic Tank CyC'Q C'k'�1p.-,^ pe of S.A.S. Description of Soil S-c- Nature of Repairs or Alterations(Answer when applicable) 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 � n � Application Approved by l/�-1 f Date Application Disapproved by y Date for the following reasons Permit No. 0 o O Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS F• Certificate of Compliance r THIS IS TO CCERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(11 Upgraded( ) (1r Abandoned <( )by ` IC la� �oo\ J'y^SSG f'. at t`���t y1 `` gyp✓ , has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. ° C)l!_a f(dated Installer `tom-��,ne �� 'c�.�j\�T� �C Designer. #bedrooms Approved design flow 3 gpd The issuance of this permits not be c Jst ed as a guarantee that the system ill functi a de igned. Date 7- / 7 Inspector - ----- - ----------- --------------° -- No. 2-0 11 _ - -ri( Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal 6pstem ConetrUttion Permit Permission is hereby granted to Construct( ) Repair(✓S Upgrade( ) 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 must be completed within three years of the date of this perm Date / Approved by - IV►� Town of Barnstable Regulatory Services 4Z, Thomas F. Geiler,Director Public Health Division 59. Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: 4 7c,r l Sewage Permit# - Assessor's Map/Parcel i=&I Installer&Designer Certification Form Designer: S N r Installer: Address: Va , 'Gp?c Db3© Address: �?d� '&x 321 01A GQS3C �r y.�L�, pal A B0Ss.3 On 0 ,DO%l was issued a permit to install a (d te) (installer) ' septic system at Lf R�l�tp 1R�, Ceti based on a design drawn by (address) dated / (designer) V 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 requ' ected and the soils were found satisfactory. � ,A OF qo L PINTJ. yG � PINTO (Installer's Signature) CIVIL No.46504 10 rA 90 FcISTIE SSIONAIL�G (Designer' ignature) (Affix Desfift&§Vimp Here) 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 formsWesipercertification form.doc -L0 AT ION SEWAGE PERMIT N0. d � U (-r INSTA LLER'S MAMF & ADDRESS T e UILDER OR OWNER DATE PERMIT ISSUED -7 -2 �^ ' �! DATE COMPLIANCE . ISSUED h f i TL" t ._............ THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF H EALTil .----../0—W1. ?...............OF.......... C;isu..►�.5�',a. ��. ApplirFation for Biipaiiai Workii Ton.6trurtion ramit Application is hereby made for a Permit to Construct X or Repair ( ) an Individual Sewage Disposal Systemat: ........ . .. ..... ........ ...........--.z----........---- ---- ..------. .------------... " cation-Address � LotNo.- - --- ----------- Owner Address - a ............................................................... ---•----•-••-•-••-••------..._.._.__..........-----•---•-,-•--•-•--_.._..._...••---.........------ Installer Address d Type of Building Size Lot---____ 1_.z� ------- , feet Dwelling—No. of Bedrooms_________ ..............................Expansion Attic ( ) Garbage Gri er ) aOther—Type of Building ____________________________ No. of persons............................ Showers ( ) — Cafete AL4 Other fix res ...................--------------------------- W Design Flow___..___._.5 __________________________gallons per person per day. Total daily flow....__.____ _ ._.___.____..____gallons. WSeptic Tank—Liquid*capacit/kTX....gallons LengtII5?6__.____ Width---V::I._._ Diameter________________ Depth_ �o._._.. Disposal Trench—No_____________________ Width....- _............. Total Length.................... Total leaching area....................sq. ft. Seepage Pit No------I.------------- Diameter._) .. Depth below inlet.....�Q.......... Total leaching area__3_25i...sq. ft. Z Other Distribution box ) Dosing t nk aPercolation Test Results Performed by----- CAC* , ...A:i r J ___. Date...... _:_®��� ......... ,.a Test Pit No. 1___4-__minutes per inch Depth of Test Pit._4/.___________ Depth to ground water...__19��..... Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground wa r_______.....__.____._... -----••. •-----•--•••-•--•••-•-•-------•--•••............................ t, O Description of Soil.----------61-fM-i4�--=--�Q----__CCUt t5e,-------5i;i ►-ID------- �� , V .._..----•••-••--••••-••••-••---•••••-••--•-----•--•-••------•••-------•--•----••-----•-----•-•-••-••--•...•---•••-••-••----•••-•---•-•••••-_-- - ' SKIN--•- ;1. . U Nature of Repairs or Alterations—Answer when applicable.....................................____ ___�,;._.� , ....� g.....�.....�t_..___. .., Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal Sys terri'` ri';accardance with the provisions of TITi 11 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Z_- Application ..................•-----........__.........----------••-------•-----------•-- --------------------•---•---._.. Date APPlication Approved BY -r ----------------------•-------------------------------- Date Disapproved f o the llowing reasons------------------------------------------------------------•----------------------------------a.-•---••-•--•--- ......_..---•-••-•--•...............•----•-------•-••--••-----------••.--....-----------•--•-------------._.-------------•------------•---------•--••---------------••-••------•----- ----_...------ Date PermitNo......................................................... Issued....................................................... Date • r 1 THE COMMONWEALTH OF MASSACHUSETTS _ BOARD OF HEALTH d f ................OF.........�✓ '.1`?. " G:+lj c...---.........------•--------------------- Appliratinn for Nipviial Workii Tnnitrnrtinn Vamit Application is hereby made for a Permit to Construct or Repair ( ) an Individual Sewage Disposal System at t• 1 G�1 t :►.'�....'a ......................................................... i i . j --•--.........'..-------- ------. .....-•----....-- --- i ocation-Address — or Lot No. ~ �vv°� a► �{,�n ��� . l .d .. ............. fN►v_;rr ✓.?............ Owner Address j .........................:... ti... 3... Installer Address r, Q Type of Building Size Lot.. _ .-__: eet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Gri er ) Other—Type T e of Building No.. of ersons________________•----______- Showers — Cafet 'a a YP g P ( ) al Other fixtures -------------------------------- W Design Flow..........................................gallons per person per day. Total dail flow........... .......__...........gallons. WSeptic Tank—Liqu d capacit�'_ ._:...gallons Lengtki�_6._.._._. Width..y. ..... Diameter................ Depth O...... xDisposal Trench—No..................... Width_.______..._____... Total Length.................... Total leaching area...............:....sq. ft. Seepage Pit No-----I------------.. Diameter.) .._ '_ .... Depth below inlet.... -........... Total leaching area.3.2- ._ ....sq. ft. Z Other Distribution box, ) Dosin t nk ( ) ►y �" 1v r - fJ-st� Percolation Test Results Performed by._.. Jl .c. .... ................. J. :_.... Date_...�._:1..........._.............. Test Pit No. .l._4..�'.:_._minutes per inch Depth of Test Pit-/ .......... Depth to ground water.... . G%, Test Pit No. 2................minutes per inch Depth of Test Pit-------------------- Depth to ground water-.______--______-..___-- --------- -•------------------•- ...__.. _ --•-- D Description of Soii_...... r ' j `=' - ------.c(;0 >'G►1� �'� 0� � °r V ......••----•-----......•-••••••-•--•-••--•-•-•--•-•-•-•••-••••---•••-••--••-•--•-•-•-----------------------•--•-••----••----•••------•••----•-•••-••- M1 ••. 74LP ............. ..,,. i Wj a,` NKI1V U Nature of Repairs or Alterations—Answer when applicable----------------------- ------- -------- ............... A Agreement: '; . The undersigned agrees to i(st I tFfe�aforedego't b( In&v dual•'S wage Il pEgs�l System >n'aecordance with the provisions of TITLE 5 of the State Sanitary Code— e undersrgrie urthe agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. ' �S• ned...../.............................................................................. .......................... Date Application Approved BY--�-:. .a..-: =•'•----------•-----------•-----------------•----•-------•------- :................. -------------- Dale Application Disapproved f the llowing reasons----------------•---------------------------------------•--------------------------•-•---•- •-••--------.--•--- . .. w ..------•-----------------------------------•------•---------------------•------------.......------------------•-•-••--•-•-••••-----•••--•••••----•-••••---•---•----------•------•••--••--•-----••--•--- Date PermitNo......................................................... Issued_....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH f ................OF.....t.,{r cC .9'.}x.a: " .> ........................................ Cnrrtif irtttr of Tautplianrr TMS 0 CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) J Installer at ..................................... 1r`� ;- - -----------------------has been installed in accordance with the provisions of TITLE E j of The State Sanitary C. e a described in the application for Disposal Works Construction Permit . ._ PP 1�osal \'o ,'j dated ° THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE............... 7.'".. ..•......... ..................... Inspector---- -- ----------------------------------•---........•.....---.....-----•----- THE COMMONWEALTH OF MASSACHUSETTS "' BOARD OF HEALTH ©F......P�jGr:�.,,- .��:........................................No�.l...--�---------•- ... FEES-•• )•--•--......---- Dispos al Workn TomArWivit rrntit Permission is hereby granted................................................ •------•---•----•---•--••-------•--•-•-••--•-••-•••---------••••-••-••••-••••................ to Construct ()()�r Repair,_( ) ai}r ,dividual Sevg e isposal System atNo. (j ��' n -------------------------------- ----------------------- Street as shown on the application for Disposal Works Construction Pe o-------_------------ Dated.......................................... ....... •--•- ----•-----•-•---•--••--••............................................................. Z /j� Board of Health DATE ------•-----------------------------•---••-••••-•--•••--•--... FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS TOP OF FOUNDATION 24'diameter concrete covers EL=49.8 raised to within 6"of finish gr9de 4"PVC VENT COtUIt, MA (or as noted) lnspectlon Part and cap with magnetic ( CAP BY"5N/EETAIW 20 Vent marking We to within 3'of grade 1 (1 3 'MIN 5.0' 5.0' 5.0' 5.0' ,- A s Existing EL=46.7t EL=48.4 t EL=48.3-48.9 Rr,�09nr a Mx t N > \ 4; 46.6t 18"min Cover fo rEwstm H-20 Loadin 1 ni �t ` Sam g0 * - g 44.9±91\ ^ItIC - m \ ��:'w '` vb .e P $ ' '° aet I N �'.' Vv 5 Vim' '✓/ 1M` Open to Below Storage Existing 1 5./45.4 4 ffiw 7 . �s r Exstmg Existing N /nspectIon Port(See Note#4) Bth LOCUS Gas Baffle 43.60y Bdrm PLAN VIEW Longest Run TWENTY(20)ADS ARC361-IC 5 /_ #2 Bdrm LIPLt-4 13" 81 (361 6102)LFACh'CHAMBERS/A/BED #3 Existing SCALE: I" _ 101 DB-6- CONF/GURAT/ON WITI-1 FlVf(5)ROWS EV15TINC /000 GALLON (H-20 Rated) OF FOUR(4)0-1AMBER5 Second Floor SEPTIC TANK D-f301Y LEACH CLAMBERS 1EL=36 5. Bottom of Test Hole SYSTEM DESIGN CALCULATIONS SITE LOGUS (H-20 Loading) 5EWAGEDE5I6N FLOWRFQUIRFD:3 BEDROOM DWELLING @ Kitchen Bth NOT TO SCALE F LOW PROF I LE /10 GPO/BEDROOM=330 GPD REQUIRED SEWAGE DE516M FLOW PROVIDED: 7WENTY(20)AD5 UN1T5 1N BFD Dmmg I .) A ' M 22 Parcel 41 NOT TO SCALE CONFIGURATION IN FIVF(5)ROWS OFFOUR(4)UNITS FACE, 55essors Map 2.) Deed Book 4310 Page 333 Vt=((330/0.74)/(4.8 FTZ/FT)/5.O Lf7 = Bth 3.) Plan Book 2G I Page 81 Lot 2A CONSTRUCTION NOTES TEST HOLE LOGS /3 ADS LIN175 REQUIRED(20 PROVIDED) 4.) Thl5 property 15 in a Zone 11 of a Public I .)ALL WORK SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, TITLE 5 (3 10 CMR 355 GPD PROVIDED>330 GPD REQUIRED Water Supply 1 5.000):STANDARD REQUIREMENTS FOR THE SITING, CONSTRUCTION, INSPECTION, UPGRADE, Test Hole#I (EL=48.5±) P#13388 Living Bd'm 5.) Flood Zone: C AND EXPANSION OF ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS AND FOR THE SEPTIC TANK CAPAC/TYRFQU/RED: 330 GPDX 200Ro =660 GPD REQU/RED TRANSPORT AND DISPOSAL OF 5EPTAGE, AND THE LOCAL BOARD OF HEALTH REGULATIONS. Depth Layer Sod CIa55 Sod Color Comments SFPT/C TANK CAPAGITYPROI//DED: EXISTING 1000 GALLON SEPTIC TANK 2.) ANY SEPTIC SYSTEM COMPONENT INSTALLED IN A LOCATION WHERE THERE IS POTENTIAL FOR 0"-7" A Fine Loamy Sand I OYR 3/2 LEGEND VEHICLES OR HEAVY EQUIPMENT TO PASS OVER IT SHALL BE DESIGNED TO WITHSTAND AN H-20 7"-28" B Fine-Medium Sandy Loam I OYR 5/G A GARBAGED15PO5AL 15 NOT PFRMITTED WITH T/-115 DESIGN FLOW First Floor LOADING. IF UNDER AN IMPERVIOUS SURFACE, SYSTEM SHALL BE VENTED TO THE ATMOSPHERE. 28"-42" C I Medium Sandy Loam I OYR 5/4 42"-!20" C2 Medium-Coarse Sand I OYR G14 20%Gravel FLOG I\ PLAN EXISTING SPOT GRADE Perc @GO" �`� 3.)TO MINIMIZE UNEVEN SETTLING, ALL SYSTEM COMPONENTS SHALL BE INSTALLED ON A STABLE MECHANICALLY-COMPACTED BASE ON SIX INCHES OF CRUSHED STONE. 24x5 PROPOSED SPOT GRADE Test Hole#2 (EL=48.G±) VARIANCES REQUESTED NOT TO SCALE 24 EXISTING CONTOUR 4.)COVER5 OVER THE INLET AND OUTLET TEES OF THE SEPTIC TANK,THE DISTRIBUTION BOX, Local UPg PP rade A roval5: 3 10 CMR 15.403 24- PROPOSED CONTOUR AND THE SOIL ABSORPTION SYSTEM SHALL BE RAISED TO WITHIN G"OF FINAL GRADE. LEACHING Depth Layer Sod CIa55 Sod Color Comments W WATER SERVICE LINE FIELDS,TRENCHES, AND OTHER SOIL ABSORPTION SYSTEMS WITHOUT ACCESS MANHOLES Variances: 3 I 0 CMR 15.22 I (7)General Construction O OVERHEAD UTILITY LINES SHALL HAVE AT LEAST ONE(I) INSPECTION PORT CONSISTING OF PERFORATED 4"PVC PIPE 0"-8" A fine Loamy Sand I OYR 3/2 Re uirements for All S stem Com onents: U PLACED VERTICALLY TO THE BOTTOM OF THE SOIL ABSORPTION SYSTEM WITH A CAP,TIED WITH g-3 1" B fine-Medium Sandy Loam I OYR 5/G a y p UNDERGROUND UTILITY LINES MAGNETIC MARKING TAPE, ACCESSIBLE TO WITHIN 3"OF FINAL GRADE. G GAS SERVICE LINE 3 I"-47" C 1 Medwm Sandy Loam !OYR 5/4 I.)Sod Absorption System > 3G"Below Finish Grade 5.) PIPING SHALL CONSIST OF 4"SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL BE LAID ON A 47"-1 20" C2 Medium-Coarse Sand I OYR G/4 20%Gravel TOP OF BANK MINIMUM CONTINUOUS GRADE OF NOT LESS THAN 2%FROM THE BUILDING TO THE SEPTIC TANK, 48"Held 1 2"Variance Re6ue5tecl - +- LIMIT OF WORK AND NOT LESS THAN I%OTHERWISE. (Not to Exceed 72") (Not to Exceed 30) EDGE OF CLEARING DATE OF TESTING: 08/25/1 1 _� FENCE G.) DISTRIBUTION LINES FOR THE SOIL ABSORPTION SYSTEM SHALL BE 4"DIAMETER SCHEDULE SOIL EVALUATOR: LINDA J. PINTO, P.E., CSN ENGINEERING TEST HOLE LOCATION 40 PVC(OR EQUIVALENT) LAID AT 0.005 FT/FT. UNLESS OTHERWISE NOTED. LINES SHALL BE BOARD OF HEALTH AGENT: DON DE5MARAI5, BARNSTABLE HEALTH DEPARTMENT N CAPPED AT END OR AS NOTED. PERCOLATION RATE: LE55THAN 2 MIN/INCH IN"C2" LAYER -. S 84oOOO2 5T SEPTIC TANK E DB DISTRIBUTION BOX 7.) LINES FROM THE DISTRIBUTION BOX TO BE LEVEL FOR THE FIRST TWO(2) FEET BEFORE NO GROUNDWATER ENCOUNTERED / 1 1 J 22' SAS SOIL ABSORPTION SYSTEM PITCHING TO THE SOIL ABSORPTION SYSTEM. DISTRIBUTION BOX SHALL BE WATER TESTED TO BENCHMARK " ✓ hed Reserve RESERVED FOR FUTURE USE ASSURE EVEN DISTRIBUTION. Top Corner Concrete `Q3 UTILITY POLE _ EL=50.00(Assumed Datum) 8.)GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE I CERTIFY THAT I AM CURRENTLY APPROVED BY THE ® CATCH BASIN STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT SEAL. DEPARTMENT OF ENVIRONMENTAL PROTECTION PURSUANT TO FIRE HYDRANT 9.) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE SEWAGE 3 10 CMR 15.017 TO CONDUCT 501L EVALUATIONS AND THAT DRINKING WATER WELL DISPOSAL FIELD DURING THE COURSE OF CONSTRUCTION OF THE SYSTEM. THE ABOVE ANALYSIS HAS BEEN PERFORMED BY ME ■ CONCRETE BOUND CONSISTENT WITH THE REQUIRED TRAINING, EXPERTISE, AND 10.)IN ACCORDANCE WITH 3 10 CMR 15.22 1, ALL SYSTEM COMPONENTS SHALL BE MARKED EXPERIENCE DESCRIBED IN 310 CMR 15.017. 1 FURTHER WITH MAGNETIC MARKING TAPE. CERTIFY THAT THE RESULT5 OF MY SOIL EVALUATION AS INDICATED ON THE ATTACHED SOIL EVALUATION FORM, ARE 1 1.)THERE ARE NO KNOWN WELLS WITHIN 100-OF THE PROPOSED SOIL ABSORPTION SYSTEM. ACCURATE AND IN ACCORDANCE WITH 310 CMR 15.100 0 C �K OF THROUGH 15.107 O 12.) FROM THE DATE OF THE INSTALLATION OF THE 501L ABSORPTION SYSTEM UNTIL RECEIPT OF i. LINDA J. ,� THE CERTIFICATE OF COMPLIANCE,THE PERIMETER SHALL BE STAKED AND FLAGGED TO PREVENT row PINTO USE OF THE AREA THAT MAY CAUSE DAMAGE TO THE SYSTEM. 7112-11 Tc c3 IL/1 CA °=� g 3 B D V 13.) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UNLE Linda J. Pinto, Certified Soil Evaluator SS iP-2 Existinedroom welling N . 4 5( / _ CONSTRUCTED AS SHOWN ON PLAN. ANY CHANGES SHALL BE APPROVED IN WRITING BY THE /o0O Top of Foundation EL=49.8± ,^ �o� �GtSTE � DESIGNER. Ex:sting Septic Components to ��h �< / / �' FS 3IQ L E be RemovecUAbandoned(See - q g.a 20 1 / 3 \� N A 14.)THE BOARD OF HEALTH REQUIRES INSPECTION OF ALL CONSTRUCTION BY AN AGENT OF THE Notes A21 4t 22) `8.3 v ( \1 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 Vent ` ' Y '� AND THE APPROVED PLANS. 48 HOURS ADVANCE NOTICE IS REQUESTED. \ = (Ile J 48 N o (f� Burney Work bp.' 1 5.) LOCATION OF UTILITIES IS APPROXIMATE AND CONTRACTOR SHALL BE RESPONSIBLE FOR osT O f, O A & M Land Services DETERMINING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO '\ ti a.s 818 Route 28, Suite 3 COMMENCEMENT OF ANY WORK.THIS INCLUDES, BUT IS NOT LIMITED TO, REQUESTS TO DB �' S / -�-� West Yarmouth, NA02873 DIG5AFE, ANY PRIVATE UTILITY COMPANIES, AND THE LOCAL WATER DEPARTMENT. rrstmg Sept:cTank tole V Pb. (508) 737-1T?"I' EQ2QIL' QIlIl7IBI1Q�®COIY1CQ3t.11et fJtihzed(See Note#20).:` -I G.)CONTRACTOR SHALL VERIFY THAT ALL WASTELINES ARE CONNECTED BY WATER TESTING Ex�stin9 O e.. Exsting Septic Components Lo' 3 / WITHIN THE DWELLING PRIOR TO INSTALLATION OF ANY SEPTIC COMPONENTS. Grave prw be Abandoned(See Note#2/) Prepared for: 17.)CONTRACTOR SHALL VERIFY EXISTING INVERT ELEVATIONS PRIOR TO INSTALLATION OF ANY `i `a j SEPTIC SYSTEM COMPONENTS. Eileen Fuer5t d. 45 4 Ralyn Rd., Cotuit, MA 18.)INSTRUMENT SURVEY CONDUCTED FOR PROP05ED WORK ONLY. SITE PLAN SHALL NOT BE _3 6 USED FOR STAKING, OR ANY OTHER PURPOSES. .5. p, PCO OSed 5ewa y e DIS OSaI 5 Stem 19.)THIS PLAN DOES NOT CERTIFY, GUARANTEE OR WARRANTY COMPLIANCE WITH ZONING ?S0 LOT 2A 4 Ralyn Rd., Cott, MA BYLAWS, SPECIFICALLY, BUT NOT LIMITED TO, SIDELINE SETBACKS AND BUILDING HEIGHT .o Area=20,500 S.F.± RESTRICTIONS. ' Prepared by: 20.)EXISTING 1000 GALLON SEPTIC TANK TO BE UTILIZED. PVC TEES TO BE INSTALLED ON INLET FO 1 G7.08, a . AND OUTLET PIPES IF NECESSARY,AND A GAS BAFFLE INSTALLED IN THE OUTLET TEE. 5 " O 2 1.)EXISTING SEPTIC COMPONENTS TO BE LOCATED, PUMPED DRY, FILLED WITH CLEAN SAND 6, N 890 1048 48 W 4� 1l , AND ABANDONED 1N PLACE. AREA TO BE COMPACTED TO MINIMIZE SETTLING. C, (z) w-wo "Ll22.) EXISTING SEPTIC COMPONENTS TO BE REMOVED. ANY CONTAMINATED 501L SHALL BE `LJ �' I IT E PLAN. Engineering,�`' REMOVED FOR A DISTANCE OF FIVE(5) FEET LATERALLY FROM THE SOIL ABSORPTION SYSTEM AND REPLACED WITH CLEAN SAND. AREA TO BE COMPACTED TO MINIMIZE SETTLING. 2� 40 6" 2536 Fax:(508)548-5478 P.D.Box2030 Phone.(508)299-3250 " = 0 23.) INSPECTION NOTE: PRIOR TO FINAL INSPECTION BY THE ENGINEER, SYSTEM NEEDS TO B SCALE: I 20'BE SCALE: 1"=20' Teaticket,M.�i COMPLETE INCLUDING BUILDUP FOR COVERS. C:\CSN\RR-Ralyn\RR-Ralyn-5D5 Plan.dwg Date: 08/22/1 I Scale: A5 5hown By: LIP Check:MA I Project No.CSNO 187 .a .br.'T,,. , .. .. M � . .. ... � - .- .,. •.. .r.,.. :.t: y r, .. y��.: s. �.-.ram.. n r. 1:. _.. _ ,. NC.. ...,.. .- r. -. .-♦ .. e:.v. .. ,, r- '.. �4. .....,e•/i l,Yfs, ... r=:.i:..... :.. a. ,, 1- i....:.", � :.�. a .F .. ..'. -. 4;. , . ':.. nr 1.. ..... < •ri .. ... ,: w..: , • ,.nt,NY .,...Yl.,..,. ,.nv ,.. .r. , ..x V+. _w,,.r ,.:. ,`■:e.: r-`G ,..:�.: ....u. r r...�4s. {.i. ...i .x. .. .,Y..y .,. ,. ... �{ r1 77 �'„ t h..-.•..� ,..y� & u�''...v ....._. z.. 4 ;•k: o:1F5•f e! a -�' Y't,•.,Y .. ��-�,t• PRECAST LEACHING P/ T M H Cover .to wilhin PRECAST SEPTIC TANK (NOT TO SCALE) 12 "of Fln/sh Grade = `� '--) SQ, FT PI T 0 1211 0 C3 3 Ti� �j •. _— 0 a o o rn o a 0 2"' WASHED -. 2" WA nHED �l' J i _ STONE: s TO %2 f o 0 0 ❑ STONE. AB"TO%z� 9 0 o r❑p o / h O O O C_ip O O 0 0 ,. �{- WASHED WASHED o o c� c� El o STONE 3%4 TO I%L 8 , 0 „ STONE %q TO l/s �I - z 0 NOTE /F THE LIOUID DEPTH OF THE SEPTIC TANK IS 5 `FEET, THE OUTLET TEE SHALL EXTEND 1911 SOIL LOGS { , BELOW THE FLOW L INE TP, l T, P, 2 T. P 3 T. P. 4 foo oti t r , cp loop , PERCOLATION RATE OF- MINUTES / IN�'H PRESENT DURING TESTS AGENT:c '�v / KI // SECTION THRU S YS TEM — MH Cover to withrn 12 'of Fmish Grade �• r r - t2 C/ t 11� 4 r or -- -- / - —1 { �Y SCh 9C PVC �. l I � SEPTIC TANK I ( ! ( I f'` I LEACHING PiT I ( Io` (M/N) 20 ` -- (M/N) PROPOSED FLOW LINE GRADES BENCH MARK DESIGN CHI TER/A `� �� �,`,; �'� i I `4 3 /NV AT FOUNDATION ` ~ _ PROPOSED SANITARY SYSTEM tit t �'., BEDFOOM DWELL IN AT ..`t j• }C_ 'A� Uf, ..%� � 7' ''' 1 N V /N T O S EP T/C TANK 11 O G P 6 U = 3,30 G P D. /NV. DUT OFSEPT/C TANK ^ Y♦' I- ,' i` ��')�/1' w% 1" - rK `F DRAWN FOR r • - yr?, . /NV INTO D/ST BOX ,, �i ��, �. �r . , _ Z(� X 2 ' �a �a• ion S " � VAU TR/NO T B WEBB Y CO. CooN T Y RO PL YMPTON, MASS V OUT OF D/ST. BOX viAN?�'/'. < ; 'iGrti� rC �, _ l lN Kw ' DRAWN By 1 lNK INTO LEACHING P/T � a �� !w _ I ';�a o� - ad6r� �a.,� SHEET PLAN No BQ TTOM OF LEACH/VG P/T CHECKED BY:-� � - ►► r. WATER TABL ' �' l` i -' APPR E OVED BY i'- ' . . PLAN DATE: � x �� t^ SCALE 4 4