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HomeMy WebLinkAbout0041 OVERLOOK DRIVE - Health 41 Overlook Drive Centerville A = 188 - 086 N SMEAD No. H163OR UPC 10259 smead.com • Made in USA OVCr,400/STOWN OF BARNSTABLE LOCATION Gq �: SEWAGE #X00 VII.LAGE C tir ..r,�i ri i �•�' ASSESSOR'S MAP & LOT a . r INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY / s`v C✓ LEACHING FACILITY: (type) �'�`��/���r � i NO, OF BEDROOMS BUILDER OR OWNER PERMTTDATE: //`A` -�9-�� 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 an wells exist , PP Y 8 tY Y 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 co 00 G�iy:a Comet A�'f' -�Fv2rvStEy �y '�i FrE �1'©�t2otr�eV _. ASSESSOR'S MAP NO.�PARCEL Vo' CATION SEWAGE PERMIT NO. VILLAGE T a I N S T A LLER'S NAME A ADDRESS BUILDER OR OWNER C 4f1 �►��ieLb Ok Z)�1 C'EA R 10111 DATE PERMIT ISSUED DATE COMPLIANCE ISSUED y � J Fee D�/ THE COMMONWEALTH OF MASSACHUSETTS , Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Zlpprication for �Di5po!gar *pgtem Construction Permit Application for a Permit to Construct( ) Repair(/) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Ad ess or Lot No. s e-F-vl7 Z 2 v i/ Owner's Name,Address,and Tel.No. 'V/ 0(,,4Rj&'4- e7 a Cle lam 4/_40C,; C/ (_77 Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and T4 No. Type of Building: Dwelling No.of Bedrooms v Lot Size sq. ft. Garbage Grinder Other Type of Building /2 No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.re uired) ea gpd Design flow provided g 61' ' gpd Plan Date jl A_O A7 Number of sheets Revision Date Title Size of Septic Tank /S O O Type of S.A 7� O / '� � / T aL A 7`y EL- 5-Description of Soil Nature of Repairs or Alterations(Answer wh applic 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 Boar of Health. Signe i' Date �� vLa/ 27 r� .Application Approved by 9 Date $ Application Disapproved by: Date for the following reasons Permit No. GkCO 50-3 Date Issued � � �-� -Q 4. - Fee /o 4 THE COMMONWEALTH OF MASSACHUSETTS. rie tred in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZIppYication for Mi5ponl �§pgtem Con5tructtoB Permit i Application for a Permit to Construct( ) Repair(/Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lott No. V 7 L 2 Owner's Name,Address,and Tel.No. ca / 0&1*j00k r !� �/�' lid a/.�(�l.� / (.- ;7 C Assessor's Map/Parcel / O 5 P 6 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder (/ Other Type of Building /2 s No.of Persons Showers( ) Cafeteria( ) r Other Fixtures / / Design Flow(min.required) /5- 6 gpd Design flow provided d gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank f O O Type of S.A.S. 7 5 o i r, /7- , ,q,T o 0-7- Description of Soil Nature of Repairs or Alterations(Answer when-applicable) r ri Date last inspected: tc 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. Signe ,/ r .-�__---�,.�.' "'�" Date /� � .7 / l7 e�_ Application Approved by r Date r G Application Disapproved by: Date for the following reasons ? Permit No. G � �� 56 Date Issued � ) FtQ (o THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance b, THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded ( ) Abandoned( )by ✓) O/G // at has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. -06 6 '50 3 Ldated ��1�� & Installer /� 6L/l/-� Designer /~,�7 y1 �� ir #bedrooms Approved design flow _ gpd. The issuance of this permit shall not -b-�e`cobnstruedias a guarantee that the syster otv'il� c`bn-ride igned. Date c �j� / l0 Inspectors No. 9-006 —5: J Fee /G� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS =i!5po!5al *p.5tem Cowaruction Permit Permission is hereby granted to Construct ( ) Repair (f)Upgrade ( ) Abandon ( ) System located at G// Obi' Z 41 o C`//L and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Construction must be c mpleted within three years of the date of this pes erm"itr. Date �-oZ Approved by i Town of Barnstable �F114E � Regulatory Services Thomas F. Geiler,Director HABN3cABIX MASS. Publie Health Division 'OrEnMo�► Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: I ao Designer: Shay Environmental Services, Inc. Installer: fi Q, C.(-,. JCTOTJ Address: P.O. Box 627 Address: 3*-x /Z 4 East Falmouth, MA 0253.6 i,mS On j?jj-;1C A C�,� >c was issued a permit to install a (date) (installer) septic system at age( \©p V Q , Cer,\-Q�Ae based on a design drawn by - - _ ----- _ _-(address)___ - Shay Environmental Services, Inc. dated (designer) T— /XXI 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 desig ollow. ` �N OF hfl t o=� CARMEN �GN (Installer's Si nature) o E. -� SHAY No. 1181 �QISTE�� SANI R\P� Wes• e ' ignature (Affix Des 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 No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01ppYicactiou for Mi!5pont �§p5tem Cow5truction Perron Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. J. Assessor's Map/Parcel s g ----7 L" Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No,of Bedrooms 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) /V /,9 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 Boa �ea . Sig d /' Date Application Approved by Date �' ar `Application Disapproved by: Date for the following reasons Permit No. c p ^ a' Date Issued 6 No. . {� --c� Fee f(J C/ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION,-TOWN OF BARNSTABLE, MASSACHUSETTS Yes Application for Digogar �&pgtem Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. �/ (,!!�2�oalr J� v �c�v i r ,/ %F Leo 7/ 194,.,f- v r' T-7- Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: v -' Dwelling No.of Bedrooms 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) 41 e Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and.not to place the system in operation until a Certificate of Compliance has been issued by this Board-of Health. Signed -� ✓ I ,Date G� /� Application Approved by Application Disapproved by: ' Date , for the following reasons a } Permit No. a � — a- �6 Date Issued 6 r p THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS V° Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed Repaired Upgraded ( ) Abandoned( )by ,-� ,2 C at C_,// U y f r '<<%.�d,' /�✓;� `�.� has been constructed in accordance J with the provisions of Title 5 and the for Disposal System Construction Permit No. L dated 6 Installer Designer #bedrooms Approved design flow gpd The issuance of this permit shall npt be co strued as a guarantee that the system wihl�fu�n\et as designed. �r Date v /r' �� Inspector-- rty�\) �(— — (------------------------- -------- Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS Migogal �& gtem Con!5truction Permit Permission is hereby granted to Construct ( ) Repair ( ) Upgrade Abandon ( ) System located at 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 •e completed within three years of the date of p rmlt. �11g�a� Date Approved by __ Town of Barnstable P it Department I .. Services . - A 4 Public 1iealth Division Hate Q unea• $ 200 Main Street.Hyannis MA 02601 Date Scheduled 11-71 Time Fee Pd. D ` 'l Suitability Assessment for swage D_' - �c � q Witnessed By: Performed By: LOCATION&GENERAl,INFORMATION Owner's Name 1a�e,.�a Location Address , 6 �o�� 4 Address t ._..._. � Assessor's Map/Par eL I �� Engineer's Name s gyp+ J NEW 'ONSTRUQ'1ION REPAIR j Telephone# ,^ �.i Surface Stones Land Use Q 1 t`'�n Q\ Slopes M Distances from: C)pen WaterPossible Wec Area�-!t Drinking Water Well —T1�ft . Body Ak—ft Drainage Way ft Property line �ft Other ft _ - g Y SKETCH:(street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes)a i T P� n'n I c) X. e-) Depth tO Bedrock Parent matedal(gedlogic) s NAtls2 ± Weeping from Pit FAee Depth to GroundwaWr. Standing Water in Hole: ,. • I Estimated Seasonal',High Groundwater A�5 "' rm - yI CATION FOR SEASONAL HIGH WATER TABLE f'to� in, Method Used: �r In. Depth to Sall mottles* tt Depth Ot*ery standing in obs.hole: �. orou nd!Ater Adjustment Depth toiweeping from side of obs.hole: Adj.fatter,.. Adj.groundwater Level.,.,.. lade Well# Reading Date Index Well level...j — ', I' PERCOLATION TEST Date 1 Time.-IQ �0. Observation 1 I Time at got --- i Bole# Timeat6° �d •'.1' r Depth of Perc �c1 tom_ 2 Time(911-6") ✓MW Start Pre-soak Time.C� -r -- End Pre-soak Rate MinJInch '' � - Site Suitability Ass4sment: Site Passed—x-- Site Failed; -= AdditionaLT-qt g Needed(Y/N) — original: Public He;ilth Division Cmleted on Back Observation Hole Data To Beop conducted within 100,of wetland,you must first notify the / ***If percola#6n test is to be to beginning- Barnstable C4#servation Division at least one(I vVeCk prior 'DEEP OBSERVATION HOLE LOG Hole#- Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Mansell) Mottling (Strucre,Stones,Boulders. Consistencv. ravel 1�- 3 ��- c Ae4bi.Scn a-SY 41q tse DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders. Consistencv.% ravel) ( IA- NO 16 e, , d C.1 .2 .6 L5�o DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. a si t nc Gravel) i DEEP OBSERVATION HOLE LOG w -Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structuwe,Stones,Boulders. nsi t n ra 1 II� Flood Insurantte Rate Man: ' . Above 500 year flood boundary No Yes Within 500 year boundary No ✓ Yes Within 100 year flood boundary No Yes Depth of katuliallvi Occurring Pervious Material Does at least ftifir feet of naturally occurring pervious material exist in all areas observed throughout the area proposed Or the soil absorption system? - " 25 If not,what is the depth of.naturally occurring pervious material?A( Certification I certify that on \ (date)I have passed the soil.evaluator examination approved by the Department of Vnviron ental protection and that the above analysis was performed by Me consistent with . the required trainin ,e rtise and experience bed in 310 CMR 15.017.* Signature Date Q:%SEPTICIPERCf?ORM.DOC ( L t 1-i 7 i V a'�z r➢Q 9 in I -1 is(�� •m ' �In I�C3 O I 1 I•� ;���- \��--- I f .;_ '� D ii :�� I-. I II, _ I _I _ i I I�. ri O N Q I ,----,��•_}(�6_���,t--._�\6-.oIiiI.o.•�ceI'�.—w��O��a_•1_• 71 Q'o z II I h T'III y IIIII`III I�I I1..III,i`I!I I(III I.r:-j Ii1_,`..'—.`• -` II.I—III•.I,I�!I Ii�'III'I_I_IsI I 1F„II_I•1i I-i1'I:i L_.'1 iI\I !III I'- fTl L N ' uIELLA3529 ,0-O O tat ITI—(rin L z L lit J LOT %'D XIM ;O O .4 < . iO z p r wm v 0 186.20 moa LOT*6 Cd TIQN LLOYD"M.':S NI. E�i,IIIj R I\— V I� ---0taxp�o'� - I-0F _DNEW PROPOS D ADDI ARCNhTECT —II !/ . �—J sv�, �r O MR. MRS OONALD D. DU�UETTE , a 'I � As 41 OVERLOOK DRIVE 362.631. CETERVILLE MASSACHUSETTSOI gam '' ' �st.nat t. I r SECTION A -A - VENT PIPE (o Least 24 inches tan) PROFILE VIEW OF LEACHING SYSTEM ' *NOTE ALL PIPES ARE TO BE 4 SCHEDULE 40 P.V.C. Schedule 40 PVC w/Charcoal Odor Filter + +x' �--10' min. from Existing Foundation 1 house to septic tank SAS--8B D-B to 700.00 O -Ta So ft ...( k� cavw � ,� Not to Scale TOP OF FOUNDATION = ELEV. 100.00 (Assumed) tank cones eesnt be within 6"to GRADE 6 In. of r r - r Hi�et�tlf3iCNale � ttnishW grove 8 0 1 8 1 2 dashed Peastone t 41 o v ee ei o o to Oa s-�* N owepik ds 9N 50 nsle ow es 50 over 99 50 f / / 3 HOLE H-70 .- ,• .. DIST. BOX, ox 9/4" to 1 1/R " Whohed C"whed Stone _ 0.02 4 PVC (CAPPED) INSPECTION PORT TO BE 1 s 3• Madman Corer Tap,OF SWAm- Elm-26.23" • � 2W Pipes fi do NEW s=o of or Greater INSTALLED AND TO BE WITHIN 6 OF GRADE "' lQii � 'n 60•Pipe /3 0 1,500 GAL s„ , f_ f; t�._.. ' .... " M EXIST.FMR MTM m m SEPTIC TANK o per j fr Eeeoei`Depthf4 rn011 N u�i N H-10 er s.' CONCRETE FULL FDUNDII _ a > n j _ _ N ui rn 0:83' (10 inches) --� ,.. �.,r� e g� o N In �.2oV4 M1HaW►ssrt Co MPraOCtlf'mtowo.sndoeraor,In*. N N 6 in.of 31e-1 t/2" o 0 N 4' 4' Effective ae. campocted stone c e v _ _ _�Sidewcctt . GENERAL NOTES M SYSTEM PROFILE j c Effective, tndth N 7 Units @ 7' 49' - a > 1. Contractor is responsible for Digsafe notification, Verification of Utilities w Not to �Ok s Mot 3/4-7 t/2" o s 9' and protection of all underground utilities and pipes. a aa- oompeeted eta,e Qo t; 3 777 2. The septic tank apl distri ution box shall be set n Hn Effective Length level on 6 of 3/4 -1 1p2 stone. NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6' BELOW GRADE � 3. Backfill should be clean sand or gravel with no w Bottom of Test Hole 2 Elev.- 86.50 5 stones over 3" in size. PERCOLATION TEST SOIL ABSORPTION SYSTEM (SAS) 4. This system is subject E inspection during installation Groundwater observed - NONE OBSERVED by Carmen E. Shay - Environmental Services, Inc. 5. The contractor shall install this system in accordance Date of Percolation Test: NOVEMBER 20, 2006 (OR EQUIVALENT) 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. Y NOTE: OVERALL HEIGHT OF INFILTRATOR IS 30 /EFFECTIVE HEIGHT IS 24 Results Witnessed By. DON DESMARAIS (BARNSTABLE BOH) 6. If, during installation the contractor encounters any EXCAVATOR: Shay Env. Svcs. ML au7LEr FM ntoM soil conditions or site conditions that are different Percolation Rate: Less Than 2 MPI ® 36" MINOWIM WX SHALL 6E -t2. oa�m from those shown on the soil log or in our design sEr LEva FM AT LEAS'2 Fr 0 20, 40 50 installation must halt dt immediate notification be Test Hole Test Hole 3-5"autteT s`;7- �.... .�.. made to Carmen E. Shay - Environmental Services, Inc. . No. 1 No. 2 l{NOCKQJIS ��� •` 7. No vehicle or heavy machinery shall drive over the DEPTH SOILS ELEV. DEPTH SOILS ELEV. as- GU ET I it MIT septic system unless noted as H-20 septic components. { o 99.50 o too SCALE: 1"=20� 8. Install Tuf-rite gas baffles or equals on all outlet tee ends. -+t 'Sandy 9. All Distribution Lines shall be 4" diameter Schedule 40 NSF PVC pipes. I. Loam 7�5' e - SCH. 40 T ,.,� 10. All solid piping, tees do fittings shall be 4" diameter to YR 3/2 10 rM 3/2 o•_t2• A, sTT. 0"-t2' A. ss. PLAN SECTION CROSS-SECTION schedule 40 NSF PVC pipes with water tight joints. �- 11. Municipal Water is Connected to ALL OF The Residence and Abutting L°ndy S d"►dy 3 HOLE H-10 DISTRIBUTION BOX Properties Within 150 Feet. 10'tR 5/6 to YR 5/6 ------ --- Ir- 36" Bw 96.50 12'-36' Bw 97.00 THE PROPERTY LINES ARE APPROXIMATE AND _ COMPILED FROM THE SURVEY PLAN BY EWS do THULIN, INC.. ENTITLED Med. Med. CERTIFIED PLOT PLAN OF LOT #7 OVERLOOK DRNE, CENTERVILLE, MA Sand Sand e♦ 25 Y 7/4 2.5 Y 7/4 ��- ' ------ ----10z DATED APRIL 17, 1986 132 G �� 36'- 13 Co .''' ---- 145•00� AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN IT SHOULD BE USED FOR NO PURPOSE OTHER THAN THE SEPTIC SYSTEM INSTALLATION. /i S 4r EXISTING CESSPOOLS do LEACH PITS TO BE PUMPED OUT AND FILLED IN PLACE / „ a 4" PVC NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE 99 ELEV.= .50 5 i HOLE` � VENT FROM THE EXISTING CESSPOOLS/LEACH PITS TO BE DISPOSED 0 I i EXISTING ,0 OF AS PER BOARD OF HEALTH SPECIFICATIONS. Perc #1 1 BB'DROOA(' M1 _ 1... •:Y� � THERE ARE NO WETLANDS ARE PRESENT WITHIN 200' OF THE PROPERTY Depth to Perc: 40" to 58" l COTTAGE ------ Perc Rate-- 2 MPI / 4" PVC D-Box • • • 6- • i Groundwater Not Observed f Cleanout 'tiY _ _. ASSESSORS MAP IN, PARCEL 086 No Observed ESHWT -- - - - LEGEND ADJUSTED H2O Elev. None ' 5' O �9 Failed TEST HOLE Cesspool Failed ELEV.= 100.00 DENOTES PROPOSED 3-24"OWL ACCESSMAISCM �o 0 Cesspool 104X 1 SPOT GRADE PROJECT BENCH MARK z TOP OF FOUNDATION - / l,• Failed 0 x 104.46 DENOTES EXISTING }I`"• ```'-y - `l ELEV. _ 100.00 (Ass umed)/ R Cesspool NEW 0 a1. SPOT GRADE r 11 i� DECi�'+� Septic ark00 PL PROPERTY LINE 1 �= THE ACCESS COVERS FOR THE SEPTIC TANK, ' 96P}---- PROPOSED CONTOUR DISTRIBUTION BOX AND I-EACHNVG COWONETIT SHALL BE RAISED TO wlTHIN 6• of , ------97 EXISTING CONTOUR FINISHED GRADE / ~ STEEL REINFORCED PRECAST CONCRETE INSTALL TUF-TITE GAS BAFFl.ES OR EQUALS / EXISTING ON ALL OUTLET TEE ENDS Bit E 5 BBDROOIK o i9 PLAN VIEW � � GARAGE ;�ovsB �' � DEEP TEST HOLE & 3-2a REtioi►A,.E COVERS 00 PERCOLATION TEST LOCATION CS 41 ;' .-+ 6 FOOT STOCKADE FENCE 3'mie deoranee - • �aEr -� RlIEr min-T- Y n+h Ydet to outlet e. _ < Willie.71 UW�i ievd µ• OU11ET � 5•-r It I T-7' / I rNT P LOT P LAN tJquld depth r-------------- 11 /i/ .� - OF PROPOSED SEPTIC SYSTEM UPGRADE ta> ; '' Failed 96 PREPARED FOR CROSS SECTION END-SECTION ; a C3 I Leach Pit O NA U TT MR. DO LD DUQ E E TYPICAL (H-10 LOADING) 1500 GALLON SEPTIC TANK i I ,'' AT �------------ �.' NOT TO SALE #41 OVERLOOK DRIVE May Substitute with 1500 gallon H-10 Polyethylene Tank-George O'Brien Co. i ; } LOT #7 ; 25„200 Squalme Feet C E NTE RV I LLE, MA AA Design Calculations i of Number of Bedrooms- 6 Equivalent to 660 Gal./bay ��-t---- I ( f y�F, M �� PREPARED BY: Garbage Grinder. No ; 1 _ o� R y E. 0 u/� Y Leaching Capacity Proposed: 660 Gal./Day / RMli N li . AJ l l tl l Septic Tank - 2 x 660 Gal./Day = 1320 USE NEW 1.500 GAL Septic Tank. / I / S A u SOIL ABSORPTION AREA: Using percolation rate of Q min./inch / Pr i I 150.00' ���'� 0 1 ENVIRONMENTAL SERVICES, INC. Bottom Area: 0.74 gal/sq. ft. x 660sq. ft. - 488.40 gallons �FGVSTE9-�o P.O. BOX 627 Sidewall Area: 0.74 gal./sq. ft. x 268 sq. ft. = 198.32 gallons p3v t` 96 syN NN EAST FALMOUTH, MA 02536 - ------------------------------------------- Providing: = 686.72 gallons ----------------- ------'/ --"------------- ITRR TEL/FAX 508-539-7966 Use: (5) 3050 H-20 INFILTRATOR CHAMBERS, HAVING A 2' EFFECTIVE DEPTH, 0 V�R O 0_A D R I VE SCALE: 1"=20' DRAWN BY: CES DATE: NOV. 20, 2006 (4' W x 7' Q TO BE USED NTH 4' OF WASHED STONE ON THE SIDES AND 3' OF WASHED STONE ON THE ENDS. (40 FOOT RIGHT OF WAY) PROJECT#SD989 FILENAME: SD989PP.DWG SHEET 1 OF 1