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Home My WebLink About0130 PHEASANT WAY - Health 1.30 Pheasant Way Centerville A= 208 — 140 INISMEAD] No.2-153LOR UPC 12534 amead.com - Mad•in USA �CYC(� No. t r7��/! / Fee_L THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC,HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS application ,for 13isposal'*pstern Construction j3erinit Application for a Permit to Construct(4,)" Repair(4-- pgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No./30 Ah eg.7 4,01: u/AVI Owner's Name,Address,and Tel.No. 1-00-14 t"driar[irHv Assessor's Map/Parcel A o8/YO 5'O.'7 Installer's Name,Address,and Tel.No.,s'O$-00-f'73,' Designer's Name,Address,and Tel.No.f08- 989-$41 a( Jo -el4h D.4/-314 5 E14S Svrvey Tmle . • �/ -C �/ S�� curt Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 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) /(> T��/�p �,il ��i+,tpf0/' fib-2d Wit,4 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. n Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. �� 1, I' Date Issued 6 -------- --------- - � ./ c-� // Fee No. THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TO_WNNJQE .BARNSTABLE, MASSACHUSETTS �t .� � applitation for Misposal §pstem Construction Permit A lication for a Permit to Construct Repair rade Abandon Complete System Individual Components PP (C.Y P (�YUPg ( ) ( ) ❑ P Y ❑ P Location Address or Lot No./3 U /)h_-/.4.5,41-1 6-6-'IJ�e Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 06-/Ta /? Installer's Name,Address,and S Tel.'Ro. 0 -y2�- '/73 k Designer's Name,Address,and Tel.No.,O 2 Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) C Other Fixtures Design Flow(min.required) gpd Design flow provided 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) A/" Sto�1� Date last inspected: j 1 I 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. igne. _z; Date Application Approved by 9 Date Application Disapproved by Date for the following reasons Permit No. �c� ;/ rc�-' i 1 Date Issued --------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS eertifitate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(y- Upgraded'(6�' Abandoned( )by k/0, T ,/ 1) L7V3y p 5 at / �i/1 /�/ii �'14 14k,r L( oy has been constructed in accordance / ouj c 3 dated 6 J with the provisions of Title 5 and the for Disposal System Construction Permit No. Installer /0,eljl y-e ��141 y US Designer r!9 5� ,Sv r I//= V 11 #bedrooms _ Approved does* ow 3 Q gpd The issuance of this permit shall not be con rued as a guarantee that the syste will fan lb as igned. Date z� e)r Inspector ---------------------------------------------------------------------------------------------------------------------------------------- No. 90 f 3 1 1 Fee io THE COMMONWEALTH OF MASSACHUSETTS PUBLIC-HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS - Misposal Opstem Construction 3pPrmit Permission is hereby granted to Construct( ) Repair(Z_) Upgrade(G Y Abandon( ) System located at / F O 4 e14 j,YY4 7_ l E4 re r V////= 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 comp}eted within three years of the date of this`�permit. Date / ,/ -- Approved by Town of Barnstable �oFt"E'°'+� Regulatory Services o� Thomas F. Geiler, Director mRNSTAsm MASS. Public Health Division i63.9. �0 'Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: l.D2- Designer: C4,5 5cJW5__f C, Installer: 71�� FAJZO)S Address: T>0-9a�- 17 Z9 Address: 81 Gkm M ` 67,56 VVI/ 5�icSS IM,�C�C� On d '12' J, jS <<- was issued a permit to install a (date) L (ins aller) septic system at 1 2.>I)VtJa&5A B C�ITZV-A/iW;6_ based on a design drawn by (addre s) it t��• LAW IGq 1 f -,re, dated 0} (Z ,- l2 (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 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. H of nt,�cyG DAVID m .4 +S`4 D. ( staller's Signature) FLAHERTY, JR. N No. 1211 GtSTER�O /,4,JC SANI TARP Ae (Designer's Sign tur �`v (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC MALT$ DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNS_TABLE PUBLIC HEALTH DIVISION. THANK YOU. Q: Health/Septic/Designer Certification Form Town of Barnstable P# I ?j 22j T� Department of Regulatory Services r Public Health DivisionMAM Date 200 Main Street,Hyannis MA 02601 Date Scheduled Time Fee Pd. 1 0 U vc� ►Oii-1 Suitability Assessment,j`o,r S e Disposal Performed By: C ` - v/ "'`'C (� Witnessed By: LOCATION& GENERAL INFORMAT N Location Address* 307 Owner's Name V VtI(-V, d Z4 32� Address 3D pttC-�SA�tt-�� Assessor's Map/Parcel: 2 C) Engineer's Name i,&, 'S so u a t NEW CONSTRUCTION REPAIR _ Telephone#(SV-'iz 8 Z 3&o D' \ Land Use t i✓ �� d 0.7 Slopes(%) 0 Surface Stones O [r t Distances from: Open Water Body N// ft Wet Area—R Drinking Water Well b` Drainage Way /y(14 ft Property Line Other /�w ft i SIKE1 TCH:(Street name,dimensions of lot,exact locations of test holes&p re tests,locate w ands•in proximity to holes) ok, `tZ Z(�� Parent material(geologic) Depth to a roe Depth to Groundwater. Standing Water in Hole: NoN�� Weeping from Plt Face y0 nib Estimated Seasonal High Groundwater l D DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: 'j/GiLL In, Depth to soil mottles: `N In. Depth to weeping from side of obs,hole: 'V" In, Groundwater Adjustment fI. Index Well# Reading Date:_ �dex Well IpVol..;q,y� Ac�.fhetor Ate,draundwater Leval PERCOLATION TEST bate Tbna FDepthof z Time at 9" Time at G" —AI/ Start Pre-soak Tima /l" 3/ Time(9"G") r! End Pre-soak 4 Rate Min./Inch Site Suitability Assessment: Site Passed V Sitq Falled: Additional Testing Needed(Y/N) A.10 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.D OC DEEP.OBSERVATION HOLE LOG Hole# 2- Depth from Soil Horizon Soil Texture .Sdil Color Soil• Other Surface(in.) (USDA) (Munsell Mottlin• ) g (structure,Stones;Boulders. i to % rave 40 /20' C Z 4119 t�Gv�j C !� GavJj BEEP OBSERVATION HOLE LOG Hole# Depth from Solt Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsis en G, go e !2 S, DEEP OBSERVATION ROLE LOG .Hole#. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Collaiatency,%d e DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones'.Boulders. Co si t Flood Insurance Rate Map: Above 500 year flood boundary No— Yes Within 500 year boundary No Yes Within 100 year flood boundary No.T_, Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pery.lourymatorial exist in all areas observed throughout the area proposed for the soil absorption system? S If not,what is the depth of naturally occurring pe ious material? ' Certification _ I certify that on 5 (date)I have passed the soil evaluator examination approved by the Department of En Viron mental Protectlon and that the above analysis was performed by me consistent with . the required trainin ex se and exper'en le sc ibed in�10 CMR 15.017. Signature bl>LP Date Q:\S.EPTlDPElZCFORM.DOC No. ...... S e� F>zs .'......... THE COMMONWEALTH OF MASSACHUSETTS , BOARD Of HEALTH _ ........... .h .-.--O F............/.�..-/t41�---------_.............................. ApplirFation -for Dhipagaal Works Tongtrurtioaa Prraaaait Ubu�_Application is hereby made for a Permit to Construct or Repair ( ) an Individual Sewage Disposal System t: Al d y Er ddress Q ^ or t No / %Y!_1•....." "�+��-t — E C�/�a..... Q—- A t`�-•-----------•---•----•--- Owner d1d�lress a � w.._��- _�. � .�f. __........................................... PQ Installer Address d Type of wilding Size Lot____________________________Sq. feet U Dwelling—No. of Bedrooms_-.___�_ ----_---_-Expansion Attic ( ) Garbage Grinder ( ) 1-4 Other—T e of Buildin PA yp g �1 o. of persons..._._Z._................. Showers (� ) — Cafeteria ( ) d Other fixtures --------- . ............ ------------------------------------------- W Design Flow......--_.5,CJ.........................gallons per person per day. Total daily flow-------:_,�A_UU__:_---____-.-..-.---gallons. WSeptic Tank—Liquid capacity_/_ V'd__gallons Length---------------- Width................ Diameter•-._----.-.__-- Depth................ x Disposal Trench—No ........... Width._._. otal Length-------------------- Total leaching area--------------------Sq. ft. Seepage Pit N0 4 ... __-. Diameter...4.X.A�.... epth below inlet____________________ Total leaching <trea-------.----------sq. ft. z Other Distribution box ( ) • Dosing tank ( ) Percolation Test Results Performed by---------- ...................... ..................... Date....... aTest Pit No. 1................minutes per inch Depth of Test Pit---i-- __ Depth to ground water...NAN ------ �14 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water__._.._--__--_-._-_-_- a ----------•-----------------------•------------•---•--------------------------•-----•-------...-----...................................................... 0 Description of Soil------------- �x - -------------------------- C0/fh_$C------S�� =...... ------------ -- -- E — - ------------------------------------------------ ' SC ( 1) L Go--------------------------------- ---- ---•- ---�'T , ------------------------------------------------- ._.-.- -- U Nature of Repairs or Alterations—Answer when applicable----------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------••----- ------------------------......._..----------------...............-------------------------------•-----•------------........-------- ------............... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issue4 by the board o health Signed..... .............. ........ . C , Date Application Approved By....... ----------------------------------- Date Application Disapproved for tl following reasons:............................ ---------------------------------------------------------------•-•----------•---•-- Date Permit No. j-��--`---•---•--•-------------------- Issued2- -`� Date SFus.............................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH _..... .... ._ .. ......... ...OF........................................................................................ Appliration -fur Biupuoal Works Tuttotrurtion Prrmit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System � es �a� _ �Loc ddress or t No ______________________________ ____ ..... d TCSs �`�...._.--................_. CV Af Installer Address Q Type of ifuilding Size Lot............................Sq. feet U Dwelling—No. of Bedrooms......1..................................Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building � o. of persons....._ Showers / — Cafeteria dOther fixtures ------ �.�/.a,..._ -•----------------------•--------------------------------------•---------------------------------•---------- Design Flow..------••. JU--------------- W g . _.._...__gallons per person per day. Total daily flow___________ _UL/--------------------gallons. WSeptic Tank—Liquid capacity_/_d"_gallons Length--------------_ Width................ Diameter.......--------- Depth---------------- Disposalx Trench—/�"' ________________ Width .e `dotal Length Total leaching rca---_-._--_.--_-_--sl ft. Seepage Pit No._ Diameter_____X___________ �� p below inlet................... Total leachin area------------------sc. tt. g 9• it z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed b .--_--.-.0 ......................................... Date....... . Test Pit No. I................minutes per inch Depth of Test Pit..1. -. ------ Depth to ground water... --------- L14 Test Pit No. 2-__-___-_.-____minutes per inch Depth of Test Pit.................... .Depth to,;g_round water...................... , Y w fin. :. DDescription of Soil............................................................................................................................................,.............--•---••---...... : 4 / C !1 G+L' G11 jsC_ S/F " #Z, /' ,..:r--'- ---------- r- s----------'-----------------------d------------------------ U Nature of Repairs or Alterations—Answer when applicable...........:.................................................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate-of,,.Compliance-has,bsen issuej by the board o health 1y_ 7 e/ Signed"' --- ------ ---------- -------------" / Date Application Approved BY---------- ........ / - ' --------------------------- -------•--•-......--------- ----•-. Date Application Disapproved for tl following reasons:................................................................................................................ ---•---•-•---•-•-"------------------•---------------------------•--•--...--"------...-------------------..................---"•---...---....-"-•--------••---•---•----•---_...--......--------------- Date PermitNo.-------- t --.------------------------------- Issued.------"--------•----------------- ....... Date N�P THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH � ,- �rrtifiralr of Tompliaurr THIS ISV CERTIFY That tht Individual Sewage Disposal System constructed � ) or Repaired ( ) by.................. , ... c :. - -.......................Ins-.--•------------------------------------••-------•-"-"-••-------•--•--•--"---•-••---•--"--------•--• ith the ovisions of Artic e XgII of has been installed in accordance wThe State Sanitary Code s describe iyi the application for Disposal Works Construction Permit No......._ ....l......................... dated-........� -... ...._................. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector.................................................................................... f THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH No. ------ FEE.. .................... DinpuuAIndivi�d nunutrurtivat Prrutit Permission is ereby granted...... ---�-'�'r----�'�-----------------------------------------------------------------------------••---...... to Construct ) or Repair ( �) wa e f'Dis oral System pat No.------- ,,e ms ,,-,� �Ie '_.Z..�C�e...... _ Street e / as shown on the application for Disposal Works Construction Permit No._._:.✓.. Dated------ �9:..7�....... r DATE---------------------------------------- � �1J` 61 Board of Health FORM 1255 HOBBS & WARREN, INC., PUBLISHERS SUBJECT TO APPROVAL bt- BOARD OF HEALTH �A yr F AA -v 00 7� A S �a r s �. th J � e 00 i32_�y R A Y t PA RTMfc>4 P. WAY I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. ............................... TOWN OF BARNSTABLE LOCATION /30 SEWAGE# VILLAGE ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. $4$-V2U- 9738 010s,!e4 Ve 9,0@W,-'05 SEPTIC TANK CAPACITY LEACHING FACILITY:(type) 16 .�!I;re' aP5 (size) 2 S X l l 33 NO.OF BEDROOMS 3 OWNER L/:0414 �1%�'iC0/'�i4s'!G� PERMIT DATE: /d- S-/Z 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 �%ir2�s%�1�1 G('� _aa4,2:O7 Ph�gsq�-f way Go �grod� 32.10`� aiCC ` 13 f 1 i• , r LOCUS DATA KITCHEN [LNIBH] BED#2 LOFT TH2OFPLAN REFERENCE 8898-193OPEN TOS B�HARD �'LIVING BED#1 BELOW NODEED REFERENCE 195-1 Q PINE ST. IRON PIPE I �N�. 26 0ZONING DISTRICTRC , FOUND ST FIRST FLOOR SECOND FLOOR L P� Ay FLOOD ZONE "C" y �Z `� F�Sq 250001 / \ S 4,4 i'N 1pp Op / LOCUS ASSESSORS MAP 208 EXISTING SEPTIC E LOCUS MAP PARCEL 140 TANK TO REMAIN rkpZ2p // NOT TO SCALE: OVERLAY DISTRICT NOT A ZONE II LOT AREA 14,603f S.F. IRON PIP ul FOUND J hBENCHMAK \ V EL 46.6 s / HYDRAN TAG � O.S. BOLT. REV 43.F9 -- SITE & SEWAGE ° PUMP, CRUSTf AND 46.5 / GAS � F` REMOVE EX. LEACHING REPAIR PLAN / METER I PIT IN ACCORDANCE �/ 26. , 130 PHEASANT WAY WITH TITLW 5. 10 46 CE-N TER VIL L E � DECK �� ' ► / �� IN co c PROPOSED S.A.S. w `--�_ BARNSTABLE, MASS 4 ROWS OF 4 , o UNITS 11.3 x 25 I I DATE: SEPTEMBER 12, 2012 45 - — — _ D.T.H. #2 OWNER/APPLICANT: Z SHED // / LOT 5 D.T.H. #1 1 LEONA & COLIN McFARLAND 44 _ — _ _ 130 PHEASANT WAY — _ o / CENTERVILLE ARK MA 02632 43 — — — `— — B C STEP ON STAIRS-O DEC $ SHEET 1 OF 2 L. y. = � z � / / o IRON PIPE 0 FOUND N 84'17'00" PREPARED BY: o� _ w 132.63' / I 1 EAS SURVEY, INC. _ 141 R T. 6 A o 20 30 40 — __ --� _ i J-11 P . O. BOX 1729 A TRIDGE P -' GRAPHIC SCALE: SANDWICH , MA 02563 1 INCH = 20 FEET v A PH. (508) 888-3619 CELL (508) 527-3600 t SYSTEM DESIGN " RAISE COVERS TO WITHIN 6" OF FINISH GRADE OBSERVATION DESIGN FLOW SILL ELEV. 46.75 FINISH GRADE PORTS TO GRADE T GRADE ELEV. 45.5 ELEV. 45.4 FINISH GRADE ( ) 3 BEDROOMS AT 110 GPB/D L GPD ELEV. 45.3 ELEV. 45.30 REQUIRED SEPTIC TANK •.:: �� //,(�� /� //� \� GROUND ELEVATIO 45.70 Alt /.�� ///.� __ 330 x 2 _ _ _ 660 GAL. 4' OF COVER 4.2' OF COVER SEPTIC TANK PROVIDED = 15Q0 _GAL. 4" PVC T®5=0.19 TOP ELEV 41.33 4" PVC SCH 40 5'®S=0.01 SIZE OF LEACHING FACILITY REQUIRED SCH 40 INV.= 2 MI MAX iNV.= EXISTING 42.65 10"TEE 14"TEE INV.= TIE ENDS - 42.48 6" & ENT DESIGN PERC RATE _�_-_MIN./INCH GAS BAFFLE H-20 D86 ' SET INFILTRATOR TERM APPL. RATE-2-1-4-GPD/S.F. LTRATOR HI-CAP CHAMBERS LEVEL f: 4'-1" LIQUID LEVEL D-BOX Is I INV.=41.14 INV.=40.92 o d SIZE OF LEACHING SYSTEM PROVIDED: ,. IN 40.97 0 W ` T REQ. 25 0' -I a 40.00 330 _ 0.74 SF/GPD = 446 S.F. MIN. REQ. � o USE (16) HI-CAP INFILTRATORS (H-20) EXISTING 1,000 GAL TANK TO REMAIN TOTALING 100 LINEAR FEET lu" 34.6 USING 16 H-20 ESS UNITS DATUM : INFILTRATOR - HIGH HIGH C CRAPACITY 75"04"x16" STONELESS BED FORMATION NO GROUNDWATER TPIT#1 VERTICAL RTICAL DATUM: BARN. GIS - MSL± CONSTRUCTION NOTES: ( FOUR ROW OF FOUR PANELS ) (4X4) X 4.73 SQ/LF= 473 S.F BENCH MARK USED: CORNER OF CONCRETE STEP 2 OBSERVATION PORT 73 x 0.74 G/SF = 350 GPD JOB # 12-0116 UNDER STAIRS. ELEV. 45.00 1. CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND / SCREW CAP TO GRADE 350 GPD PROV > 330 GPD REQ. = 20 GPD RES. ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING SANDI I FILL WORK E THE SITE. NO (GARBAGE DISPOSAL / GRINDER ALLOWED) SITE �c SEWAGE 2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT S TO OBTAN SUCH DETERMINATIN FROM APPROPRIATE ' REPAIR PLAN 3. IEHICULLAR ITRA TRAFFIC, PARKING OFO VEHICLES AND PLAC GAUTHORI 1p TY. a 130 PHEASANT WAY MATERIALS OVER THE SEPTIC TANK IS PROHIBITED. 2.83' 2.83' 2.83' 2.83 BARNSTABLE P#13732 '� GENERAL NOTES: CEN TEII? VILLE 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. 11 33' D.T.H. #1 ib D.T.H. #2 TITLE V AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS END VIEW DATE: 9-6-12 DATE: 9-6-12 IN FOR SUBSURFACE DISPOSAL OF SEWERAGE. GROUND ELEV. 44.6 GROUND ELEV. 45.2 2. AT LEAST ONE ACCESS POINT OVER TANK TEES SHALL BE I CERTIFY THAT I AM CURRENTLY APPROVED BY THE NO GROUNDWATER NO GROUNDWATER BARNSTABLE, MASS ACCESSIBLE WITHIN 6" OF FINISH GRADE, WITH ANY REMAINING DEPARTMENT OF ENVIRONMENTAL PROTECTION TO CONDUCT ACCESS PORTS BROUGHT TO WITHIN 12" OF FINISH GRADE. SOIL EVALUATIONS AND THAT THE RESULTS OF MY SOIL DATE: SEPTEMBER 12, 2012 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE EVALUATION ARE ACCURATE ND IN CCORDANCE WITH 310 CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE CMR 15.100 UGH/15.1 FILL FILL UNDER OR WITHIN 10' OF DRIVES OR PARKING AREAS THEY _ 12" 16" MUST WITHSTAND H-20 LOADING. 8 B OWNER/APPLICANT: 4. THE EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATION EDWARD A. ST'STONE,' C RTIFIED S0I EVALUATOR LOAMY SAND LOAMY SAND OF ALL UTILITIES PRIOR TO ANY EXCAVATION. 7.5YR 6/6 7.5YR 6 6 LEONA & COLIN McFARLAND 5. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE GROUNDWATER ADJUSTMENT 26" 30" OR WITHIN 6" OF GRADE SHALL BE MORTARED IN PLACE. ELEV ' C2.4 ELEV =1 2.7 130 PHEASANT WAY 6. FINISH GRADE SHALL HAVE A MINIMUM OF 0.02 FEET PER NO OBSERVED GROUNDWATER C FOOT OVER THE S.A.S. AND DISTRIBUTION BOX. DEPTH TO BOTTOM OF HOLE 10' MEDIUM SAND MEDIUM SAND CEN TER VI LLE 7. SEPTIC TANK SANITARY TEE'S SHALL BE CONSTRUCTED OF 10YR 7/6 10YR 7/6 SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6" ABOVE VARIANCE REQUESTED 48" MA 02632 THE FLOW LINE AND SHALL BE ON THE CENTERLINE AND 46" LOCATED DIRECTLY UNDER THE CLEAN OUT MANHOLES. TITLE 5: _ SHEET 2 OF 2 8. THE INLET PIPE INERT ELEVATION SHALL BE NO LESS THAN TO ALLOW THE S.A.S. TO BE 4.4' COARSE 2SAND C-2 60" 2 INCHES NOR MORE THAN 3 INCHES ABOVE THE INVERT BELOW THE SURFACE IN LIEU OF 3.0' 2.5Y 7/4 COARSE SAND ELEVATION OF THE OUTLET PIPE. 2.5Y 7[4 PREPARED BY: 9. THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES �ZNOFMgSs NO G. WATER 120" NO G. WATTER 120" 10. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A GAS o D 9cG ELEV =34.6 ELEV =35.2 EAS SURVEY, INC. BAFFLE, 4 INCHES IN DIAMETER AND CONSTRUCTED OF 4" PVC DAVI ti� 11 PIPES S SHALL 141 R T. 6 A HALLBESLOPED BE SCHEDULE NCH PER FOOT MIN. EXCEPT EFORDTHE F H TY, DTH #1 ITESITAHOLEDEEP B. O DON DESMARAIS, IRS FIRST TWO FEET OUT OF THE DISTRIBUTION BOX WHICH SHALL N 11 SOIL EVALUATOR P. O. BOX 1729 BE LEVEL 9 o INDICATES ED. STONE 12. CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION FQISTE9� P-1 48" PERC TEST BACKHOE OPERATOR. SANDWICH M A 0 2 5 6 3 TO EAS SURVEY INC. FOR B.O.H. AND DESIGN ENGINEERS REVIEW SgNl7 R�P� NO MOTTLING JOE De BARROS AND APPROVAL. SOIL TYPE: 1 PH. (508) 888-3619 13. MAGNETIC TAPE OVER ALL COMPONENTS. (,�/ / (i, NO WEEPING PERC RATE: <2 MIN. PER INCH CELL (508) 527-3600 6 t 75" INDICATES ADJ. GROUNDWATER LOADING RATE: 0.74 GAL/SF/MIN