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HomeMy WebLinkAbout0020 CRYSTAL RIDGE ROAD - Health 20 Crystal Ridge Road Cotuit A= 056-0002-011 I l TOW/N� OF BARN/STABLE LOCATION �O f r,ye5r*l 1���f/� �c� SEWAGE# Z 0 °7 VILLAGE (_OT01'f ASSESSOR'S MAP&PAR/CELO,S6 00 2-.0/ INSTALLER'S NAME;PHONE NO. SEPTIC TANK CAPACITY _/000 LEACHING FACILITY:(type) yRowj op qr[.3G Ly(size) 347 G NO.OF BEDROOMS �/ n OWNER R'eknmap /"�.P>/"y PERMIT DATE: ! — 13— /1 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 Y;l IQack or-hoist IP peck VFNr Q. r j r, No. �//J� e THE COMMONWEALTH OF MASSACHU in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftpYicatiom-for -Disposal *pstrm Coustruttion Vermit Application for a Permit to Construct �Repairgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No., o Y Owner's Name,,Address,and Tel.No. C OrV r�7- Afe_kolkw Assessor's Map/Parcel 0,5% -G D 2-O!l g�rry-G Installer's Name,Address,and Tel.No. Designer's Name,ASldress,and Tel.No. Xv&Z/717-3"3/3 s7, ivarkS '�� :Je- �v�a y' as iiF/� � /^ter 5'7'�•s�� Type of Building: Dwelling No.of Bedrooms y Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) q® gpd Design flow provided 4-14 24 3 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) V1t5j w11 Nl3cy 12— /3ox y -/Pe w op, 7 !9 D 4 .4 re he e ae,i.s i i t4 /Ile roh-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. Sign Date Application Approved Datel Application Disapproved by Date for the following reasons Permit No. _.>0/ 3 y Date Issued 9 I 1 3 No. -^JAG " . THE COMMONWEALTH OF MASSACHU Fn x t PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, M SSACHUSETTS Yes i �, " ' J�JYILatIDYCfOC'' I8�l0�aY �ps�tPYi CD1IAtCULtID1IEC1tYlt ir( pgrade( ) Abandon( ) ❑Complete System El individual Components Application for a Permit to Construct V_-Y-(Repair Location Address or Lot No. i7 y,S �z"iP yip Owner's Name,/Address,and Tel.No. Carve r Assessor's Map/Parcel OS G Q p 2 -O Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. ,5700- Type of Building: Dwelling No.of Bedrooms �j 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 g �, gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil l Nature of Repairs or Alterations(Answer when applicable) 1l�Ijri9�� /)// GU 4)- /YoxJe 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. Sig „ „ Date r Application Approved Application Disapproved by Date for the following reasons Permit No. �=✓ �� Date Issued ( ' 1 1 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance ,. THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(v) Repaired Upgraded( ) Abandoned( )by J4S�`�Gi //l 61;7"yUS at U tf/Q�/S.T� � �y-G /� CD T�//r has been constructed in accordance~ J with the provisions of Title 5 and the for Disposal System Construction Permit No.90 -•�``tdated Installer 6 y5 e/O� d� �.�?!'!"<J S Designer #bedrooms Approved design flow AA4(6 gpd The issuance of this permit shall oft be construed as a guarantee that the system i11'fu� '• s designed. Date % /5/J) Inspector !� No. ;�G —' Fee✓/,v 0 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Disposal *, pstem Construction 3permit Permission is hereby granted to Construct(4,-) Repair Upgrade( ) Abandon( ) System located at ;�U �/�yS_T!� /C I Gf/•/ e 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 m7)3) /) t be pleted within three years of the date of this permit.Date ! Approved by 09/19/2011 06: 37 5094775313 ENGINEERING WORKS PAGE 01 Towle of Barnstable Re"tory Service; Thomas F.Geiler,Director i Public ,Health Division Thomas McKean,Director 200 Moin Street, Hyannis,mA o26oi Office: 508-862-4644 Fax: 508-79"304 Date;3 Sewage Permit# Assessor's Map/Parcel <1 5b-M Z 4 01) Installer&Designer Cerdflatiqu Form D <3 Designer: Uve r c . Installer. Cd Address: tz W, Crb s s CF. icl PU Address: 8-� w►* MA- cz`'ty U" rs ,5 Mt l is On `s was issued a `t to install a ate) installer) ..._ p septic system at Zo CC r*+Q1 (Zko(u P4 based on a design drawn by (address,, MC dated (designer) ._ 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) ted and the soils were found satisfactory. OF . PETER T, (16stallers Sign ) NbcENTEE CIVIL ,A No.saloo P_,76,—Z� I T (Designer's Signature) (Affix Design ) &FASE REIM TO BARNSTABLE PUBLIC HIRALTg DIVISI N CATE F COMIPILLANCE WILL N BE ISSUED UNM BOTH THIS FORM AND AS- BUILTS-A-- ARE RECEIVED BY THE BARNSIMLE PUBLIC HEALTH DIMS THANK YOU. q;\offioe Formaldoffignomcrtific4on foim.doc iL :-. . Town:of Barnstable Po 1 J Department of Regulatory Services s -Public Health Division - Date 7 1 1 t63 200 Main Street Hyannis"MA 02601 Date Scheduled / Time I' Fee Pd.' �40 Soil Suitability Assessment for'S e Disposal Perfontied<BY f i 1 Witnessed By. LOCATION& GENERAL INFORMATION' Location Address ' Owner's Name ! - 20 Cc� l jz,c Address �A-n Gr 'S `f2. 1-1 4 Assessors Map/Parcel; 54 Al2 Engineer's Name 2 C9 S NEW CONSTRUCTION REPAIR Telephone# �j d�8 -'7'3"7—K-7 Land Use:. 7-Q3 t 0(kA--I"o\ Slopes(g'oi Surface Stones Distances from: 'Open Water Bodyy. ft Possible Wet Area$- 2 C/ ft Drinking Water Wells G ft ' Drainage Way A ft Property Line 7 Q ��^ft Other SKETCH:'(Street'name,dimensions of lot,exact locations of test holes&.pert tests,locate wetlands fn proximity to holes) M Parent material(geologic) Depth to 9edroclt. ►", Depth to Groundwater. Standing Water in Hole: Weeping from Pit FAc@ � Estimated Seasonal High Groundwater ? 3 Z �t DETERMINATION FOR.SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soli mottles: - Depth to weeping from side of obs.hole: In, Groundwater AdJuytmenk, .,r lndex.Well:# Reading Date: IndexWelllevel Adj,factor,, _Adj..Orautldwater Level „�e PERCOLATION TEST bete , Thne Observation Hole# �_ 71me at 9" - Depth of Pero Z S u Time at 6" 2'l �ltic��� Start Pre-soak Time® S Time(9"-609 ) End Pre-soak S-M, v� Rate MinAnch 2- Site Suitability Assessment: Site Passed Al _ 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:\.S EPTICTERCFO11M.DOC DEEP.OBSERVATION HOLE LOG Hole* Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (SWcture,'Stories,Boulders: itGravel) 0i-JZ jz l q-- `-L c7 YYL 518 y2-I3 DEEP`OBSERVATION HOLE LOG Hole# '7— Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure;Stones,'Ibulders. Consistency,96 • Ve LIJ 1u l2s DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture. Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. i to 'C3 ve) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon. Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency, Flood Insurance Rate Map: Above 5.00 year itood'oowid4ry No_ Yes - Within 500 year'boundary No. Yes Within 1:00 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 k a S (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 .r the required trai ing,expertise and experience described in 310 CMR 15.017. �'✓� Date _�G 1 l f( Signature QdSEP nC\PERCPORM.DOC ` 1 TOWN OF BARNSTABLE q LOCinoN L o i ! ICY S +•ti I ��� SEWAGE # VILLAGE C��3 m ASSESSORS MAP 6i LOT �1aGv1,6{i INSTALLER'S NAME & PHONE NO. �J�`St��� -7-7 SEPTIC TANK CAPACITY `, 00 LEACHING FACILITYAtype) Le'la. p` (size) bOv NO. OF BEDROOMS 3 PRIVATE WELL OR PUBLIC W TEA R �I BUILDER OR OWNER �j^�5 ' `�` '�" Co DATE PERMIT ISSUED: DATE COLIPLIANCE ISSUED: 2 VARIANCE GRANTED: Yes �No f 31. P pp Lo /Fitz 2_� ...... b-1 THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 0 F....... .................................. Appliration for Dhipoiial Workii Tonstrurtion rtrmit Application.is hereby made for a Permit to Construct r Repair an, Individual Sewage Disposal System at: .................. ......*.... . ......*......**........ ....................... .........y........... ocation- re Iress Lot No. ................. ............................ ..................... .......... ............................................................................... ------------------ ........or. Owner Address ................. ... ... . ........ ..................................... .................................................................................................. Installer Address Type of B I ing Size Lot..�Iq_61.7..Sq. feet U Dwelling—No. of Bedrooms....... ...........................Expansion Attic Garbage Grinder .4 1,4 04 Other—Type of Building ............................ No. of persons............................ Showers Cafeteria Otherfixtures .................................... ................................ 61e------------------------------ ........ Design Flow........... !4.19............ -...gallons per-pecave per day. Total daily flow......... So.— � ;F .3. . ......................gallons. Septic Tank—Liquid capacity.l.=allons Length................ Width:............... Diameter................ Depth.........._..... Disposal Trench—No..................... Width.................... Total Length......___........ Total leaching area ...sq. ft. Seepage Pit No......../........... Diameter..;./.X:i�..... Depth below inlet.....12. Total leaching area A.60...sq. ft. Z Other Distribution box Dosing tank Percolation Test Result Performed by........:. Cr-- .... ...... bz"�d---------------A............... Date... Test Pit No. I.......... ....minutes per inch Depth o Test Depth to grounww_/t!_r......... ............ PLO Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ P4 ............................................................................................................................................................. 0 Description of Soil... .. ................................................................................................... ......................... W ................................. .........­*...... ----------------------------------------------------------------------------------------------------....----------------------------- .................................................................................... .................................................................................................................... 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 TAITL LZZ 5 of the State Sanitary Code- The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been i sued b the o.-rd of health.i isued by...t Signed---.....-`... ......... .... ........... .... Application Approved By.:.......-.. ..... .................................... ............ Date Application Disapproved for the following reasons:............I................................................................................................ ....................................................................................................................................................................................................... Date PermitNo......... ............. Issua....................................................... "Y Date THE COMMONWEALTH OF MASSACHUSETTS Xf rBOARD OF HEALTH .... .. OF . ...0 .................. Appliratiun for Uiopu,sttl Works Tonotrurtion Permit Application is hereby made for a Permit to Construct Otor Repair ( ) an Individual Sewage Disposal system at M ..... ' ...- �... Location-Address or Lot No. .................. ......... ................................ ...............................✓ ..._-........ ........ Address c/ Installer Address >>���ff ff� •�--�� Type of Buil/ng / Size Lot.`9 �" f___l_--_S . feet V Dwelling—No. of Bedrooms_______ _ __________--------- Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ____________________________ No. of persons............................ Showers ( ) — Cafeteria ( ) QOther fixtures ...................................... •--•--.....----------•----------------------••----•---•-----• ._...-•---.................__._......_. W Design Flow.............. _ ____._____.........gallons per-person per day. Total daily flow..........�_ ....... ............gallons. WSeptic Tank—Liquid'capacity.( gallons Length................ Width;..... Diameter................ Depth................ x Disposal Trench—No. .................... Width.................... Total Length.............._.__..Total leaching area....................sq. ft. Seepage Pit No..______I.._.. Diameter_._,�_ 3 pag ...-_. _ .__.. Depth below inlet.....�.�.�_. Total leaching area_ ��sq. ft. Z Other Distribution box ( ) Dosing tank ( ) / f ? q '" Percolation Test Res is Performed by.____._._. _... � ! Date u� "t• ......_...__ ...1 \...ram �^ �+ w �. .............. .Yr..w... ` Test Pit No. 1................minutes per inch Depth of�Test Pit_. _. _. Depth to ground water %Nr.... 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 9 •------•------------------------------------------••------••----......---..__...-----........-------......................................................... ODescription of Soil... , .1, ..._..:...-•---------------------•---.._..-•---------•-----------------------.._..---••--•-•---••--•-•--...__...-•--•-•---...------------ ...................................ram ---...--••--••-••-••--.._......•---•.--------•----•---•--•--•••-•••------•----••-•-----------------------------••---........=......................................................................... V Nature of Repairs or Alterations—Answer when applicable............................................................................................... r ---.................................................................................................................................................................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with 1 the provisions of AITI•' 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. Signed ....__. ./1/_ ��._....;, r.. _ f Application Approved By.............. `�.......=,,,=="- -..-•-•---•......................... .......... _..._...... Date Application Disapproved for the following reasons:......................................................... .................................................. ..........................................................-...------------••-------•---.._.._.._............._..-•--•-------------•--------••---•-•--------------------•------------............._....� e� Date PermitNo........ ./. --• •-r�--`-�=-----•------• Issued-----------------•-••----•----------•-----........._.... qa_ '-/ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALT/H ,� ........I........•....�f!4.:?~-.......OF............. ?!t-�-�? ............................... C9rrtif irate of Ton phatur THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed�) or Repaired ( ) by.......__-••--•.-f'..-'.'] P----_ :Y� .......................... --•# - I In at............-® � m ........... ...__.._... ...... has been installed in accordand with the provisions of TITLE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No.......,??. .-_._.'� •.__. dated................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. 72 -.S"1 -- DATE.................... .. .:... -.. -. ........ Inspector... ........................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH C9l( l._.........OF........ 1�r kc......................................................... �No...��_...!....._. _ ......__. FEE....a................... Disposal Varks Tonotruffwn Permit Permission is hereby granted........ `� -----. :...------\.......................................................................... to Construct (X) or Repair ( ) an Individual Sewage Disposal System at No...................... ,7 __.` _...��i?'L P.. .: ..���-err?-�� ! C� .. U Street ��_�as shown on the application for Disposal Works Construction Permit No:...___:'. __ _.,_ Daed.._.__..y,.............................. 00 , _ DATE....... _ Board of Health --••-------------•- LEGEND N EXISTING LEACH PIT BENCHMARK L.C.C. 237478 (Sheet 3); - 56 --EXISTING CONTOUR TO BE PUMPED & FILLED OUTSIDE COR./BULKHEAD - x 561.82 EXISTING SPOT GRADE o W/SAND AND ABANDONED EL.= 51.18 (Assumed) 56 PROPOSED CONTOUR R°vie 2$ co EXISTING SEPTIC TANK W EXISTING WATER SERVICE q� LOCUS e (TO REMAIN) (, EXISTING GAS SERVICE TOP OF TANK, EL.=49.12 W U UNDERGROUND WIRES v n INV.(OUT), EL.=47.79 07°54'23 co N \�` \ LOT 7 TEST PIT o tiS°� PLO R - m 244.2`1� �44 619 t S.F. ° ' aCD p , r/i �� w �\ i BENCHMARK o CD z i 3 - - - o APN 056-002-011 a a ,' / / �� • �o Waterfor �� � Crystal Ridge Rd Dr 9 N p i cfj� `TP-2 i LOCUS MAP 51,821 51.2 f�h,"`'' `� f. 1 t c %* -46- - 51.24'• ': �px - VENT GENERAL NOTES: .s3,o4 PA T/O 51 5, `•�, 58.00 ` x 59.42 i' ., x �� Y 'S 54' 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL as 51.22 '`' . • BOARD OF HEALTH AND THE DESIGN ENGINEER. 51.51.•' C) o ,- -_Ej8 x 57,28 ��' so,7z s: O. 2• ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE Eli' LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: -310 CMR 15.405(1)(b): � 51.77 �• � •�� 1) A 1' variance to the 3' maximum cover requirement, for 4' of �3.33 `. max. cover. S.A.S. shall be H-20 and vented. O56,28 �'� - 52.24 51,15' _--GARAGE '. +49.49 �`��` �/ 0 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 5 sz.61 / 7t� W TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE EXISTING L LAw�v i ksd,\ 00 - DESIGN ENGINEER. O I / so,90 HOUSE(#20) DECK �`p ^� 4• ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 1 PAVED FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN T.O.F.=51.8f x4e.21 N :� ENGINEER BEFORE CONSTRUCTION CONTINUES. �. 52.30 / DRIVEWAY 50,75'• -5 O Z % Is, ^ 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. - 1 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF ' � S `_ �� (�Jl � 51.73 9�� •.• �� 1 y .98,.••'' f s3.80 •r'" +'47.70 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF ` f P /�0.55_---_--- + 0.69•, rhG� yr 47,gg 0t HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. C --SO ---= _ s 7. WATER SUPPLY � :• � �. •• ;' � PROVIDED BY TOWN WATER SERVICE. '•"'x' NJ - 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. 4 B.61 m ,---_�� ;'� L LAWN __---�' +47.22 •628 ` 9. A E CLEARED FOR CONSTRUCTION TION SHA B RESTOR AS 52.24 _ �; +.4 4�- --"3 G AGREED UPONBYOWNER AND SCONTRACTOR OR AS OTHERWISE - "" �`------_46_________________ DIRECTED BY THE APPROVING AUTHORITIES. "��" f}�f +45.32 46 sc, of laWn. ` 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 44.76 THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING +44.65 CONSTRUCTION. 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS A ! ��`, ) IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND 50.54 t � REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). � \7p'' 7t�e 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE 'Q�� AO � x 42,17 INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. caM 49.77 001 +•a6•So, ` G .�`� 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND 49.76 .......... 9 IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. . 44 .... +4z,9o.....�.......... OF M \ edg of lawn L •125• 48,60 R=64 *'42,as............ „ ! qs �e 01 PROPOSED SEPTIC SYSTEM UPGRADE PLAN Q� s .., , ti PETER E G� 47.9� ` \\` 0.00' �'I o McENTE N 46.54 20 CRYSTAL RIDGE ROAD, COTUIT, MA CIVIL 61 edge of Pavement No. 35109 42.97 __- Prepared for: Richard Perry, 20 Crystal Ridge Road, Cotuit, MA 02635 �'EG/SSF��O �c� 41,11 Engineering by: SCALE DRAWN JOB. NO. P�FFSS/ONAI ENG��� CRYSTAL R/pGE RD B °° Engineering Works, Inc. 1"=30' P.T.M. 195-11 AD12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO (508) 477-5313 8/9/11 P.T.M. 1 Of 2 i t- NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL.46.3 • FOR A DISTANCE OF 15' AROUND THE PROPOSED D-BOX SEPTIC TANK PERIMETER OF THE S.A.S. INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & WATERTIGHT PROPOSED S.A.S. I •�� ,o'��SO, OUTLET AND SET TO 6" OF FINISH GRADE COVER SET TO 6" OF GRADE INSTALL INSPECTION PORT OVER END UNIT S4'O,o 9 O T.O.F. CHARCOAL EXISTING G. EL: 50.33(MAX.) VENT F. F.G. EL.=50.6t F.G. EL- 50.0t 70 7� ,,�` %•�,`� MAINTAIN i2% GRADE (MIN.) OVER S.A.S. Ni ' INSPECTION L = 42' L = 7'(MAX) 1 PORT O MAN S=17 (MIN.) p S=1% (MIN.) ��,• 4"SCH40 PVC 4"SCH40 PVC 6 GARAGE io"I s" 1 4" 10.75" TO EXISITNG 48" LIQUID INVERT LEVEL ADD EXISTING GAS BAFFLE INV.=46.17 PROPOSED INV.=46.00 4 ROWS OF 7 UNITS AT 5.0'/UNIT = 35.0' HOUSE(IJ2�) DECK INV.=47.79 D-BOX INV.=45.90 SOIL ABSORPTION SYSTEM (PROFILE) �=61.8f EXISTING SEPTIC TANK i ESTABLISH VEGETATIVE COVER S•A•S•LAYOUT BACKFILL WITH CLEAN NATIVE OR PERC SAND TO TOP OF CHAMBERS 21.. 6-4" POLYSEAL OUTLETS NOTES: 2" — 2" 1-4" POLYSEAL INLETS 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE BREAKOUT=TOP .' �," .:.,'`: INVERTS, PRIOR TO INSTALLATION. TOP ELEV.=46.33 i INV. ELEV.=45.90 O 0 2) D-BOX SHALL BE SET LEVEL AND TRUE TO cr z GRADE ON A MECHANICALLY COMPACTED SIX BOTTOM ELEV.=45.00— ' `° ;n INCH CRUSHED STONE BASE, AS SPECIFIED IN 5 3) INSTALLL INLLETET & OUTLET TEES AS REQUIRED. MIN. ABOVE BOTTOM OF 2`83' o Cd 310 C ( T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH=11.3' & N To 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE I EXISTING SUITABLE P View D—BOX Section AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. NO G.W., EL=38.7 T MATERIAL USE 4 ROWS OF 7-ADS Arc 36HC UNITS WITH NO SEPARATION BETWEEN EACH ROW & NO STONE 63.25" SEPTIC SYSTEM PROFILE TYPICAL SECTION 1s" N.T.S. I SOIL `LOG 34.5" DESIGN CRITERIA DATE: AUGUST 4, 2011 (REF#13,366) SOIL EVALUATOR: PETER McENTEE PE NUMBER OF BEDROOMS: 4 BEDROOMS WITNESS: DONALD DESMARAIS R.S. HEALTH AGENT TOP VIEW SOIL TEXTURAL CLASS: CLASS I ELEV• TP— 1 DEPTH ELEV. TP-2 DEPTH 60" DESIGN PERCOLATION RATE: <2 MIN 1N 50.2 0" '49.9 A 0" END CAP END CAP - / FILL „ iLOAMY SAND FRONT VIEW SIDE VIEW END CAP DAILY FLOW: 440 G.P.D. 49.5 A 849 2 10YR 4/2 REAR/TOP VIEW DESIGN FLOW: 440 G.P.D. LAM 4 A2 D 11 i B 8 LOAMY SAND NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT SIDE VIEW 49.0 GARBAGE GRINDER: NO 14" To CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY B i469 10YR 5/8 36„ DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. LEACHING AREA REQUIRED: (440) 594.6 S.F. LOAMY SAND . G 10YR 5/8 I, 4640 TD, OHIOEMAN BLVD HILLIARD, OHLO 43026 .74 46.7 C PERC +-. Arc 36HC DETAIL a EXISTING SEPTIC TANK: 1000 GALLON CAPACITY 36"/48, novnNceo oeaNnce SYSTEMS,INC. UNITS MUST BE STAMPED H-20 PROPOSED D-BOX:: 1 INLET, 4 OUTLET (MINIMUM), H-10 RATED PROPOSED SEPTIC SYSTEM UPGRADE PLAN USE 4 ROWS OF 7—ADS Arc 36HC UNITS WITH NO M2�Y SAND � M2 DY SAND 20 CRYSTAL RIDGE ROAD, COTU IT, MA SEPARATION BETWEEN EACH ROW & NO STONE Prepared for: Richard Perry, 20 Crystal Ridge Road, Cotuit, MA 02635 BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.80 SF/LF OF UNIT) Engineering by: SCALE DRAWN JOB. NO. (Arc 36HC Units) 28 UNITS x 5.0 LF x 4.80 SF/LF = 672.0 SF 38.7 138" �38.9. 132" NTS P.T.M. 195-11 Engineering Works, Inc. PERC RATE <2 MIN/IN. ( 'C" HORIZON) 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. 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