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HomeMy WebLinkAbout0169 KATHERINE ROAD - Health 169 Katherine ROat A= 228-073 Centerville i i No. IV Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes I �,Pp tcatiou for Mi5pogat 6p9tem colt.5truction permit Application for a Permit to Construct( ) RepairN Upgrade( ) Abandon( ) ❑Complete SystemxIndividual Components Location Address or Lot No.L(4-01^1 i Owner's Name,Addmss,and Tel.No. Assessor's Map/Parcel Z28 / caa, Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. a - 2-b0c) S 9 9- b Type of Building: 3 04074101 Z 0 C. Dwelling No.of Bedrooms Lot Size 15 MO6 sq.ft. Garbage Grinder NA Other Type of Building 0 6 RSL. No.of Persons a Showers( ) Cafeteria( ) Other Fixtures LCl k m-, V-A Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets t Revision Date Title S - Size of Septic Tank Type of S.A.S. Description of Soil gyp Q 64441 s t12 l a`�a s na Nature of Repairs or Alterations(Answer when applicable) � hoax-, 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 B�99ofpmaith,. 4,,_ Date Application Approved by Date ;,Application Disapproved y: Date ",for.the following reasons Permit No. "� Date Issued _..""'�:+.,.., �..r--t••-...,.r,-ry .. .,-.mac:. .+. +'...., �..''".-,...�.-r'..k--.. .. .. ...., +..1 . ,� rS-rw.. .. � - .-v. :� No. �t� W.. ` Fee Lry r { THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: r PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZIppYtcatiou for. Migogal 4pgtem Con5trurttort permit Application for a Permit to!Construct( ) Repair Up grade,( ) Abandon( ) ❑ Complete System,PS ndividual Components Location Address or Lot No. t t aq 1cG'tC\C 2 C�� Owner's Name,Add ess,and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. �� oZ 2 '+UCH S` y E-01 SevCS. S .)9-`� 1lc e Type of Building: Dwelling No.of Bedrooms Lot Size 15 1006 sq. ft. Garbage Grinder vj/oI Other Type of Building CS ri.9 No.of Persons _ Showers( ) Cafeteria( ) Other Fixtures 2 J qF� Design Flow(min.required) ) d gpd Design flow provided J J,� U gpd Q Plan Date Number of sheets Revision Date Title � ���C�ySP 1 �J Size of Septic Tank ��y ST ,UCU CA,Ga , Type of S.A.S. Description of Soil L--) `4 5�cue I x S n 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 alth. Sign //�—�7 �/ Date Application Approved by /rr,/+�.. /�//i( �j Date , Application Disapproved by: / Date for the following reasons Permit No. 9 Date Issued /�0" 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 at has bee co structed/in .ccordance with the provisions of Title 5vand the for Disposal System Construction Permit No. dated Installer ��� _ Designer #bedrooms Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system will function cttion as designed. e . Date 4 !�" 4 / Inspector �// I//r'," D .////////� / C/ — NoAq 7— f5 Fee A2 ell THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS ligpogat *pgtem Construction Permit Permission is hereby granted to Construct ( ) Repair ( � U grade�( ) Abandon ( ) System located at //�' �l-c All/d/ Z(7 cmE�(lCe.hh I,1; and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be y ompl ted within three years of the date of this e mit., Date { Approved by , 1 I 0 Dining Kitchen Bedroom m BREEZEWAY GARAGE Bedroom Living Room 2 BR HOUSE FLOOR SCHEMATIC ( Description Provided By Owner) Town of Barnstable �FSHE r Regulatory Services Thomas F. Geiler,Director 9� MAE& 1� Public Health Division 'OrFenar► Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: 4'b Designer: Shay Environmental Services,Inc. Installer: Address: P.O. Box 627 Address: SS' ��� JEast Falmouth, MA 02536 �C� 1C_�11 i�Jl6� On oZ 3 �� was issued a permit to install a (date) (inst ) septic system at tug kCAtz:,,r�,t-Q_ 'KC - C -\t��kbased on a design drawn by (address) Shay Environmental Services, Inc. dated 'S (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. T 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. FA OF hNso �02 CARMEN (Install is Signature) o E. N SHAY No. 1181 .p o FQ/STE�� SANI R\PN (Designer's Signature) (Affix Desi p 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. Q:Health/Septic/Designer Certification Form TOWN OF BARNSTABLE LOCATION � l dipp fl SEWAGE# .VILLAGE ASSESSORS MAP&PARCEL INSTALLERS NAME&PHONE NO. -Ro6re;, SEPTIC TANK CAPACITY , (�©� C3�all &1 IMF C� LEACHING FACILITY:(type) 2— 6D QV+"E 5 (size) ' a A NO. OF BEDROOMS a 4' S')DVR— OWNER - !05E?" WC�j��)C- PERMIT DATE:_ J Z3 Q�— COMPLIANCE DATE: S 24^6-� Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 't Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) 1J Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching cility) JPr Feet FURNISHED BY t -• �,, t t i�vt 2� 3a F� �,�M,s i,®oo�a,� S3 3 0 � � � o � i Town of Barnstable P# IJ 23 2�-, op� Department of Regulatory Services >�STAer$ : Public Health Division Date >u� A .alp quo 200 Main Street,Hyannis MA 02601 Date Scheduled Time Fee Pd.- Soil Suitabil!t�v Assessment for Sewage Disposal Performed By: Witnessed By: LOCATION& GENERAL INFORMATION Location Address ( 4 Owner's Name '�cC J�c� ;avlJc clerN 't `{� /� Address Assessor's Map/Parcel: P_- Engineer's Name �3 )c,3 'Ro,"VvAc5 NEW CONSTRUCTION REPAIR Telephone# S 39 �o Land Use `��\C � O\ Slopes(%) p��n Surface Stones Distances from: Open Water Body 11L�ft Possible Wet Area ft Drinking Water Well _ft Drainage Way N p1 ft Property Line ft Other a)I/P_ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&Pere tests,locate wetlands�n proximity to holes) �-G - Q1 Parent material(geologic) SV� Depth to Bedrock Depth to Groundwater. Standing Water in Hole: yV[Y�Q VhS Weeping from Pit FnCC r, Estimated Seasonal High Groundwater , DETERNIINATION FOR SEASONALI HIGHWATER TAELE ., Method Used: Depth Observed standing in obs.hole: in, Depth to soil MottlCs: In, - Depth to weeping from side of obs.hole: in, Groundwater Adjustment ft. Index Well# Reading Date: Index Well level,�,�,r.,a.en Atjj,faetor_ Adj.Groundwater Level H'1 - PERCOLATION TEST b8teAAa511, e tl�10 Observation Hole# '�]_ Time at 9" Depth of Perc ' Time at 6" Start Pre-soak Time @ -- Time(9"-V) End Pre-soak Rate Min./Inch "'P� 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:X.S EPTIMERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Con i ten % ravel SL \Zi�(Z-3) N 3G-1;1u t \0 - o c DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consis enc %Gravel - n DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consiste c Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Consistency, I Flood Insurance Rate Man: Above 500 year flood boundary No_ Yes Within 500 year boundary No v, Yes `A Within 100 year flood boundary No t% Yes Depth 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 EnviyoNnental ec ' n and that the above analysis was performed by me consistent with . the required train' g,a er'se nd pe 'ence described in 310 CMR 15.017. Signature Dated Q:4S.EPTICIPERCFORM.DOC At No..<1::3o2 ..49.......... THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH TOWN OF BARNSTABLE Appliration for Bispuiial Works Ton.strnrtinn thrutit Application is hereby made for a Permit to onstruct ( ) or Repair � """ an Individual Sewage Disposal t� System at: 4 ocation-Address or Lot No. ......-----. q?��.5�.�-� •----------------------------------------•--•-•----- ......... C.�? ^R�t_��1.�s.................................................... Owner Address af...c.... ,g�" tifzo .z Win............................................ Installer Address Type of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) a`4 Other—T ype of Buildin g ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) �. Other 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..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ fZq Test Pit No. 2................minutes per inch Depth of.Test Pit...:................ Depth to ground water-----.---_----__---_-__. 04 ---•------------------------------------••-------------••---•-----•-----------.....---......._....--••---•••---•------ -•----•........---•-••--•-----•--... O Description of Soil..------....j'?�- ----------SJ ................. Z A Sit —.5� x w U Nature of Repairs or Alterations—Answer when applicable.___-Q _t" -------r-I*cD...... ........`in4........ --Sv3s e-��---------yea-Q�-----�`-'�r>-'-!�--•--•-"---•--�-'=--'�.--�--•--•-----•�---------�'v(`s.(_-�'�-T..b.!Zg.-...-•-•-�/-•--`2.`...�S.A?v Agreement: ! The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issiled by the board of health. Signed --- .. a ,_,_- .. 5\��- ---------------_-----........-- . --�- 1 t Date Application Approved By ...---... ..... - -bate Application Disapproved for the following reasons- ----------------------------------------------------- --- ------------------------------------------------------------------- .............................................. ................................. ............................................... ......................................... ............: ........................................ e� Date Permit No. .. / .-..�1. .. .... Issued .................................... Date i TOWN OF BARNSTABLE LOCATION /�� K�4i y!�/rr/ Ste' SEWAGE #� VILLAGE C0j7-6tVA1& ASSESSOR'S MAP & LOT S INSTALLER'S NAME & PHONE NO, t*\c cC�' eaps,7- -1 '7l SEPTIC TANK CAPACITY (L0O0 LEACHING FACILITY:(type) *3 I m-r-d-MA 7-OK S (SiZe) (3 NO. OF BEDROOMS'_PRIVATE WELL PUBLIC W BUILDER O OWNE DATE PERMIT ISSUED: b3 q\ �r DATE COMPLIANCE ISSUED: 1 L `l VARIANCE GRANTED: Yes No f, o�S� �..�C�c ,���. 0 o n -� r y _ 4 No. :., d �` THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE f App iration for Disposal Works Toustrurtiott 11trutit Application is hereby made for a Permit to Construct ( ) or Repair (?d an Individual Sewage Disposal System at: y1 _S;_`G-_. - ---------------------------------------------------- _-----_--__------------- ocation-Address _ _ or Lot No. L L\ �p� owner Address W l C...�C.-- -`- '�'-S�------------ ?-------0��' !�tl-- --a-------------------------- a - - ------- ----- Installer —�... Address U Type of Building Size Lot--------------------------Sq. feet �-, Dwelling—No. of Bedrooms--------------------------------------_-----Expansion Attic ( ) Garbage Grinder ( ) a aOther—Type of Building ____________________________ No. of persons____________________________ Showers ( ) — Cafeteria ( ) d Other 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--------------------- Diameter-------------------- Depth below inlet-------------------- Total leaching area-----------------sq. ft. z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by-------------------------------------------------------------------------- Date---------------------------------------- MTest Pit No. I________________minutes per inch Depth of Test Pit____________________ Depth to ground water_:_____________________. 44 Test Pit No. 2----------------minutes per inch Depth of Test Pit-------------------- Depth to ground water_-______________________ a ---------------------------------------------------------------------- -------------------------------------------------------------------------- - O Description of Soil �- S J ----•------—-----------------------------�'-'-----£�-----------�tt's------------------- x - -------------------•------------------------------------------------------------------------------------------------------------------------------------------------------------W ------------------------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------- UNature of Repairs or Alterations—Answer when applicable-___- ------- --- WSC----LL Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental 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--- ........ .Q- ------- ---P-'—--------------- ------ -- - J`-� - ------ Dare Application Approved B ------------------------------------------------------------ jl PP PP y ------ -� - - " Dam tionDisapproved for the following reasons: ------------------------------------------------------------------------------------------------------------------------------------ ---------------------------------------- Date PermitNo. --------��'--�«----�-------------------------- Issued -------------------------------------------------------------------- Dare THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Qler#ift ale of (E mpliance - THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaire�( by------ -------------- 'Qs ------------------------------------------------------------------------------------------------------ - Insralkr at --------( - -t t uJ -'c - -C'C- rJ T-t I has been installed in accordance with the provisions of TITLE 5 o e State Environmental Code as described in the application for Disposal Works Construction Permit No. __-__, ---�-'Q--�------ dated -------------------------------�--------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE--- Inspector/I-----� - Inspector THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH � �� TOWN OF BARNSTABLE Disposal Works Torah mMon i1rrumtt Permission is hereby granted_____ ------------ „JcQ- ------------------------------------------------------------------------------------ to Construct ( ) or Repair an Individ Sewage Disposal ystem. at No----------06�------- - - — � --_-- �'VJ 1 - ------------------------------------------------------ street as shown on the application for Disposal Works Construction Permit No.11_07_ Dated_________________________________________ --------- - Board of DATE------------------------------------------------------.------------------------ - - - - Health FORM 365M HCOM Q WARREN,INC,PUBLISHERS - . _ VAMP n VENT PIPE ((O Least 24 inches tall) 10' min. from *NOTE: ALL FIPES ARE TO BE 4' SCHEDULE 40 P.V.C. Schedule 40 PVC w/Charcoal Odor 7.r. l f Z EXISTING Foundation house to septic tank D-Box cover must be Septic tank coven must be wtthin e' of GRADE SAS cover mSECTIONwithin a In. of finished grade ` A -A //NGrade over Septic Tank - 99.00 Grade over D-Box - 99.00 within e' of GRADE over SAS - 99.00as slstssl�ad PROFILE VIED OF LEACHING SYSTEM 4' - s - 0.02 � f 11ITIbIa i} s 3 HOLE e• e. r r/a • rreew 0%whod Slow. •�/�/e•- r/s• ►..es 'e f DIST. Box TOP OF SAS - 9e.�s - �•/ 12' 5-0.01 INSPECTION cover must be p k; S ExtsT. PIPE a EXIST. 1,000 GA - FRDN FT. PIPE N 1S' 01 er toot within a in. of finished grade SEPTIC TANK - II H-10 o M t5' o o .,$ CONCRETE FULL FOUNDA o II _ rn to A rosereo*to 02000 II 11 3.5 3.5' C3 C3 0 C3 C3 C3 / 1 0 0 0 SYSTEM PROFILE 1 ` ( ° g I ' I z Units a Bs • I7' m 1s, s P VIDEO \� ��, GENERAL NOTES Not to Scale \' Effective Width I \ 4 8 4 �, >c >c > \ 1. Contractor is responsible for Digsafe notification, Verification of Utilities 25 and protection of all underground utilities and pipes. Effective Length a In.of 3/4•-1 1/2' 2. The septic tank o j distri¢u$ion box shall be set compacted stone ag level on 6" Of 3 4 -1 1 2 stone. Bottom of Teat Hole 1 Elev.- 83.00 - SOIL ABSORPTION SYSTEM (SAS) 3. Backfill should be clean sand or gravel with no i - -------- 500 C H-20 LEACHING UNITS / WIGGINS PRECAST stones over 3" in size. Not to Scale 4. This system is subject to inspection during installation PERCOLATION TEST by Carmen E. Shay - Environmental Services, Inc. 5. The contractor shall install this system in accordance Date of Percolation Test: APRIL 25 2007 NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6' BELOW GRADE with Title V of the Massachusetts state Code, the approved plan Test Performed By. CARMEN E. SHAY, R.S., C.S.E. and Local Regulations. Results Witnessed By. DONNA MIRANDI, BARNSTABLE B 6. If, during installation the contractor encounters any EXCAVATOR: SHAY ENV. SRVCS., INC. ALL OUTLET PIPES FROM TFI[ soil conditions or site conditions that are different Percol Than 2 MPI O 36" ® TP1 DISTRIBUTION Box SHALL BE 12. from those shown on the soil log or in our design SET LEVEL FOR AT LEAST 2 F7. CONCRETE-COVER installation must halt & immediate notification be Test Hole Test Hole �� s - s'OUTLET " '"'' made to Carmen E. Shay - Environmental Services, Inc. KNOCKOUTS No. 1 No. 2 7. No vehicle or heavy machinery shall drive over the s.s• auTtn I 12• INLET septic system unless noted as H-20 septic components. DEPTH SOILS ELEV. DEPTH SOILS ELEV. _ 0 99.00 0 99.00 s 8. Install Tuf-Tite gas baffles or equals on all outlet tee ends. Sand Sand 4 ' r 9. All Distribution Lines shall be 4" diameter Schedule 40 NSF PVC pipes. Loamy Loamy 1s.s• 4' - SCH. 40 Ts 1.�s' 10. All solid piping, tees & fittings shall be 4" diameter 10 YR 3/2 10 YR 3/2 PLAN SECTION CROSS-SECTION Schedule 40 NSF PVC pipes with water tight joints. o'- 6' A. 98.50 0"- 8' A. 98.501 11. Municipal Water is Connected to ALL OF The Residence and Abutting Loomy Loamy 3 HOLE H-20 DISTRIBUTION BOX Properties Within 150 Feet. 10 YR s/e 10 YR s/e NOT TO SCALE ,THE PROPERTY LINES ARE APPROXIMATE AND 8'- 38' B. 98.00 6"- 36" B. s6.00 COMPILED FROM THE PLAN BY WALTER ROWLEY & ASSOC., ENTITLED Coarse Coarse "SUBDIVISION PLAN IN CENTERVILLE, MA" Sand Sand DATED DEC. 3, 1971 & PLAN REF. PLAN BOOK 246, PAGE 96 7-5 r 7/4 2s Y 7/4 AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN 38'- T26 G 98.50 38'- 132 C+ 88.00 it AND SHOULD BE USED FOR NO PURPOSE OTHER THAN THE SEPTIC SYSTEM INSTALLATION. O ^ I I EXISTING SAS TO BE PUMPED OUT AND REMOVED U i NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE -- - ---- -I?O I TIHIE r-YIcTING SAS TO BE DISPOSED I f 143.51, TEST HOLE #2 OF AS PER BOARD OF HEALTH SPECIFICATIONS. Perc #1 j 25' TEST HOLE #1 ELEV.= 99.00 77-�-•+'I •--• THERE ARE NO WETLANDS ARE PRESENT WITHIN 200. OF THE PROPERTY Depth to Perc: 40" to 58" I I ; .; '�':• K:'�'' ELEV.= 99.00 Perc Rate= Less Than 2 MPI [T� �- -- tN ;:' LOT #32 Groundwater Not Observed ��1I p I I - { AREAI i• l f ASSESSORS MAP 2-� PARCEL � 3 1�015,000 Square Feat �,- LEGEND No Observed ESHWT Q4 LL I I Failed �..;<•; I - ADJUSTED H2O Elev. = None 0 1 �0 I SAS u s�� ,y. 1 � i L ________ __ 1000 gal. D-Box Septic Tank DENOTES 2-18' DIAM. ACCESS MANHOLES i - 2 104X1 SPOT GRADEOPOSED DENOTES EXISTING SPOT GRADE Exis"'INC EXISTING PL PROPERTY LINE INLET ) 2 BEDROOM GARAGE \_ f ou HOUSE 96 96P PROPOSED CONTOUR THE ACCESS COVERS FOR THE SEPTIC TANK, DISTRIBUTION BOX AND LEACHING COMPONENT - - - - - -97 EXISTING CONTOUR iT*:.�•ti�,'� SET DEEPER THAN B INCHES BELOW FINISHED #�69 GRADE SMALL BE RAISED TO WITHIN e' OF I I , STEEL REINFORCED PRECAST CONCRETE FINISHED I I PLAN VIEW INSTALL TALL GRADE. TUF-nEQUALSDEEP TEST HOLE &TE GAS BAFFLES OR EQUALS � I I PERCOLATION TEST LOCATION 3-24' REMOVABLE COVERS� I I � /1 I I .----♦ 6 FOOT STOCKADE FENCE s 4• W E i ASPHALT 3,min'dooro ice la•f 14LET.I. �� 1 I DRIVEWAY INLET e' m=�2' min. Inlet to outlet e'min. OUTLET �\ ��" fivF - s -r s _ � �} o. I I P LOT PLAN b$ a. Liquid depth 125.50' OF PROPOSED SEPTIC SYSTEM UPGRADE •:. •. ,fi, r; :*.. ... .1 I 6 i PREPARED FOR CROSS SECTION END-SECTION ----------- _ - __-__------_°______ J 0 S E P H KAZYC K AT TYPICAL 1000 GALLON SEPTIC TANK PROJECT BENCH MARK # 169 KATH ER I N E ROAD NOT TO SCALE 1TOEP OF 100 00 TION(Assumed) KA THE;R INE R OA _ D '' IL - CENTERVILLE, MA Design Calculations i V �' I ` (40 FOOT RIGHT OF WAY) F �5 ' (� r P EPARED BY: Number of Bedrooms: 3 Equivalent to 330 Gal./Day (330 Gal./Day Min. per Title V) P,N N. N /�� Garbage Grinder: No - �' ?�4RE11l N Li . ,SH�1 Y Leaching Capacity Proposed: 330 Gal./Day Minimum (Min. Per Title V) FI Septic Tank - 2 x 330 Gal./Day 660 USE EXIST. 1,000 GAL. Septic Tank. h<i _ ;1 VIRONMENTAL SERVICES, INC. SOIL ABSORPTION AREA: Using percolation rate of <2 min./inch �F %�C 185 ASHUMET ROAD Bottom Area: 0.74 gal/sq. ft. x 300sq. ft. - 222.00 gallons $' rF_ Sidewall Area: 0.74 gal./sq. ft. x 148 sq. ft. = 109.50 gallons 84NirkR\F�' MASHPEE, MA 02649 Providing: = 331.50 gallons TEL/FAX : 508-539-7966 Use: (2) PRECAST 500-C UNITS, HAVING A 2' EFFECTIVE DEPTH, SCALE: 1 =20� DRAWN BY: CES DATE: MAY 1 1 , 2007 TO BE USED WITH 3.5' OF WASHED STONE ON THE SIDES AND 4' OF WASHED STONE ON THE ENDS. PROJECT#SD1032 FILENAME: SD1032PP.DWG SHEET 1 OF 1 -. In. • 1. r ' NOTE: ALL PIPES ARE TO BE 4' SCHEDULE 40 P.V.C. t .,� ,. 10' min. from � _ �..- house to septic tank EXISTING Foundation P D-BDx cover must be r'�^'J ti Septic In. covers must a within 0' of GRADE within 6 In. of finished grade SAS cover must M SUCTION A -A d �. within 6' of GRADE ! Grad. over s.Ptla rank- e9.ao Grade over D-Botr - 99.ao over SAS - 99.0o PROFILE VIEW OF LEACHING SYSTEM S 0.02 3 HOLE 1Y S>a0.01 (H LE DIST. BOX TOP OF SAS - 96.75 P to ► f/s• ee�s tntwe ir- •d t/••- "At• •ewe INSPECTION cover must;b. _ FROM FOUNDATION EXIST. 1,000 GA 1S, .01 r foot within a I. of finished Q _ o, SEPTIC TANK �-r�pr.r.wrs► II H-10 0. in r c o CONCRETE FULL FOUNOA 7 II II rn obi o 0 m 0 aPatoa PoW Qo#V 0000%!,•,Ills WY rTerN Aas ,tno. SYSTEM PROFILE > I> ° z units a s,I - 17' �R' a vI GENERAL NOTES Not to Scale Effective Width 4 9 4 >c _>> 1. Contractor is responsible for Digsafe notification, Verification of Utilities Effectlf Length and protection of all underground utilities and pipes. 6 In.of 3/4•-1 1/2• 2. The septic"tank a j distrilyjion box shall be set compacted stone level on 6 of 3 4 -1 1 2 stone. SOIL ABSORPTION SYSTEM (SAS)Bottom of Test Hole 1 Elev.- 83.00 3. Backfill should be clean sand or gravel with no --- 500 - C H-10 LEACHING UNITS / WIGGINS PRECAST stones over 3" in size. Not to Scale 4• This system is subject to inspection during installation .PERCOLATION TEST by Carmen E. Shay - Environmental Services, Inc. 1 1732 5. The contractor shall install this system in accordance Date of Percolation Test: APRIL 25 2007 NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6` BELOW GRADE with Title V of the Massachusetts state code, the approved plan Test Performed By. CARMEN E. SHAY, R.S., C.S.E. and Local Regulations. Results Witnessed By. DONNA MIORANDI, BARNSTABLE 30H 6. If, during installation the contractor encounters any EXCAVATOR: SHAY ENV. SRVCS., INC. ALL OUTLET PIPES FROM THE soil conditions or site conditions that are different Percolation Rate: Less Than 2 MPI ® 36" ® TP1 DISTMOUTION Box SHALL BE 1r cartt:ETE cOV4R from those shown on the soil log or in our design SET LEVEL rrolt AT LEAST 2 FT. installation must halt & immediate notification be " 3- s•OUTLET w -�• de to C E. Shay - Environmental Services, Inc. Test Hole Test Hole ma Carmen KNOCKOUTS Y No. 1 No. 2 { 7. No vehicle or heavy machinery shall drive over the s.s• OUTLET 12' INLET septic system unless noted as H-20 septic components. DEPTH SOILS ELEV. DEPTH SOILS ELEV. -__ 8. Install Tuf-rite gas baffles or equals on all outlet tee ends. 0 99.00 0 99.00 ;;, • 1 9. All Distribution Lines shall be 4" diameter Schedule 40 NSF PVC pipes. Sandy Sandy P�P 1s.s• 17s• 10. All solid piping, tees & fittings shall be 4 diameter Loam Loam 4' - SCH. 40 Te ■ 10 YR 3/2 10 TR 3/2 PLAN SECTION CROSS-SECTION Schedule 40 NSF PVC pipes with water tight joints. o'- a` A. 98.50 0'- 6' A. 98.50 11. Municipal Water is Connected to ALL OF The Residence and Abutting Sand Loom Loamy 3 HOLE H-10 DISTRIBUTION BOX Properties Within 150 Feet. 10 rR 3/6 10 1R s/a NOT TO SCALE THE PROPERTY LINES ARE APPROXIMATE AND 8'- 38` ee gg,00 a'- 3e' Be 9a.00 COMPILED FROM THE PLAN BY WALTER ROWLEY & ASSOC., ENTITLED Ca Coarse "SUBDIVISION PLAN IN CENTERVILLE, MA" sanrdd Sand DATED DEC. 3, 1971 & PLAN REF. PLAN BOOK 246, PAGE 96 28 Y 7/4 2e r AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN 3a'- 12e o+ 88.so 3a'- 132 0+ aa.00 i QQ IT SHOULD BE USED FOR NO PURPOSE OTHER THAN `� I ►� THE SEPTIC SYSTEM INSTALLATION. 3 ' EXISTING SAS TO BE PUMPED OUT AND REMOVED 111 ft NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE FROM THE EXISTING SAS TO BE DISPOSED 43.51' TEST HOLE #2 Q = 1 ELEV.= 99.00 / OF AS PERBOARD OF' HEALTH SPECIFICATIONS. Perc ty1 �� _z_,�_�6+_:K_ TEST HOLE #1 THERE ARE NO WETLANDS ARE PRESENT WITHIN 200' OF THE PROPERTY +'• ELEV. 99.00 Depth to Perc: 40" to 58" I / 1 a•:'• _ Perc Rate- Less Than 2 MPI ['� ►-- I , ______ LL !" LOT #32 ' Groundwater Not Observed O I / I - '% AREAI %'• I f 1015,000 Square Feet + ,' ASSESSORS MAP 228 LOT 073 �•s!. No Observed ESHWT �j Q'' I SAS Failed L -=` ' •s�'s'' 1 r.I �' ADJUSTED H2O Elev. = None 0 1 o I a 1 ►� I LEGEND I EXIST i v I L------------J O 1000 gal. ; D-Box Septic Tank i 104X1 DENOTES PROPOSED 2-te' OIAM. ACCESS MANHOLES , cc SPOT GRADE Cal '*7' "' '.i-' ` ' 7 ''' i 10446 DENOTES EXISTING X .,+ SPOT GRADE ul ( EXISTING EXISTING PL PROPERTY LINE INLET / •• ou 2 9EDR017b( cARAca 9BP PROPOSED CONTOUR HOUSE 46 THE ACCESS COVERS FOR THE SEPTIC OM TANK, -97 EXISTING CONTOUR DISTRIBUTION BOX AND LEACHING COMPONENT - - - - - SET DEEPER THAN a INCHES BELOW FINISHED 1�169 I / GRADE SHALL BE RAISED TO WITHIN 6. OF STEEL REINFORCED PRECAST CONCRETE FINISHED GRADE ,� PLAN VIEW INSTALL TUF-71TE CAS BAFFLES OR EQUALS DEEP TEST HOLE &/'� I .' PERCOLATION TEST LOCATION 3-24• REMOVABLE covERs-� i i 6 FOOT STOCKADE FENCE .r. < 4, W / / i ASPHALT i ' if •---� 3•mine clearance : e �,' I I / - / REV.: 5/22/07 - per BOH on 5/21/07 INLET a min. Y min. inlet to outlet e.min ' OUTLET 'r '"`� V\ �� y DRIVEWAY i ' ` o• min, l� UW-Ti�Tiver-tP 1 1' v \�v 6� , o / g e.t.. Liquid depth ��� cP �� 125.50' ;' i P LOT P LAIC I I% OF PROPOSED SEPTIC SYSTEM UPGRADE ' I - 'I --- PREPARED FOR CROSS SECTION END-SECTION 96 �, _-___----__°____- J 0 S E P H KAZYC K -o. ----- --------------�--------1--------' AT TYPICAL 1000 GALLON SEPTIC TANK PROJECT BENCH MARK # 169 KATH ER I N E ROAD NOT To SCALE TOP OF FOUNDATION KA 7'HE�RINE R O14ID ELEV. = 100.00 (Assumed) - - CENTERVILL_E, MA Design Calculations (40 FOOT RIGHT OF WAY) OF �Ss� PREPARED BY: Number of Bedrooms: 2 Equivalent to 220 Gal./Day (330 Gal./Day Min. per Title V) CARM�'N E. SHAY Garbage Grinder: No � R. N Leaching Capacity Proposed: 330 Gal./Day Minimum (Min. Per Title V) E. Septic Tank - 2 x 330 Gal./Day = 660 USE EXIST. 1,000 GAL. Septic Tank. ,r'> 1 ENVIRONMENTAL SERVICES, INC. SOIL ABSORPTION AREA: Using percolation rate of C2 min./inch '. 185 ASHUMET ROAD Bottom Area: 0.74 gal/sq. ft. x 300sq. ft. = 222.00 gallons Sidewall Area: 0.74 gal./sq. ft. x 148 sq. ft. = 109.50 gallons n's � MASHPEE, MA 02649 Providing: = 331.50 gallons + il G \1* -` TEL/FAX 508-539-7966 Use: (2) PRECAST 500-C UNITS, HAVING A 2' EFFECTIVE DEPTH, SCALE: 1"=20' DRAWN BY: CES DATE: MAY 1 1 , 2007 TO BE USED WITH 3.5' OF WASHED STONE ON THE SIDES AND 4' OF WASHED STONE ON THE ENDS. PROJECT#SD1032 FILENAME: SD1032PP.DWG SHEET 1 OF 1