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HomeMy WebLinkAbout0022 CHICKADEE LANE - Health 122 CHICKADEE i ' . Barnstable TOWN OF BARNSTABLE LOCATION Zl'etWe e SEWAGE# Zoo 1 - rl VILLAGE ro-f /� le ASSESSOR'S MAP&PARCEL �3 c7,- �'v�'—y77 INSTALLERS NAME&PHONE NO. �f Vr /Z �/4 q 3,2 SEPTIC TANK CAPACITY /, O O O LEACHING FACILITY:(type) e 4,4., �,et j (size) NO.,OF BEDROOMS OWNER /r/ /r�o`i �� c i►'� J! �' PERMIT DATE: / - COMPLIANCE DATE: /lL Al o Separation Distance Between the: I Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet I 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) w Feet FURNISHED BY /,/� ,�A1,14e e. � as 7- _39 o y ®r 06 Town of Barnstable P# Department of.Regulatory Services J� Date - 10 Public,Health DivisionSTAKA {- ; *KA 2(16 )0 Main Street.Hyannis MA 0260j1 si / ( Fee Pd. Date Scheduled lime o'p SuitabilityAssessment for , pwacge Dim. ar - yWitnessed B Ma Performed By: rs LOCATION & GENERAL INFORMATION Owner's Name Location Address Address, �sL, ^ �� �'1 ` Engineer's Name .�.. �J ' Assessor's Map/Ptcel: �( l G'� �.• .+ u E REPAIR t #I Telephone'#"3 NEW CONSTRUON - .' M �,�. •.>.' ' Surface Stones Slopes M Land Use; ' ft ft Possible Wet,Area —ft Drinking Water Well Distances from: open Water Body r Other ft 6,ainage Way ft Property Line TO ft P+'. SKETCH:($treat name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) - 4. -- °ca - ------- fEtf C-) t cr: r ca m i Depth to Bedrock Parent material(gedlbgic) A r 0 ! Weeping from Pit Face Depth to Groundwater..Standing Water in Estimated Seasonal,:High Groundwater D&MVIINATION FOR SEASONAL HIGHWATERTABLE n Method Used: in. Depth to 5011 mottles; t f<• Depth dbserved standing in obs.hole: ; {n, Groundwat r A usttrtent Depth to!weeping from side of obs.hole: 3 Adj.factor, Ate Gtnundwater Lt vul„ g �t Index Well# 41? Reading Date . index Well•level .-.. 11 Ott PERCOLATION TEST DateIme .�' Timeet9" --- Observation cr. ;• Hole# n Q 11 Time at G' Depth of Pere. ��_ Time(9"-6•�) �__,_,^ __.w._..._ Start Pre-soak Time.'@ V ►.a '• � � End Pre-soak Rate nJlnch ivr +t Site Failed Additional Testing Neeifed 97Y ) Site Suitability Ass0stuent: Site Passed�- n Back Han Observation Hole Data To B Original: Public H e Completed o you must first notify the ***If percola#on test is to be conducted within 100 of we to' eginning. / Barnstable C4#servation Division at least one(1)we&prior r DEEP OBSERVATION HOLE LOG Hole# _ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Struc re,Stones,Boulders. iConsistencv.%Gravel) IN,40k �C6�tab M--C Sa)A 2.0 ;25-f36% C6tcb� DEEP OBSERVATION HOLE LOG c' Hole:#' 2 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders. ' C nsl9 %Gravel) `3 It ¢-S 6 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Crinsistenc X.%Gravel) 'DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture 'Soil Color ___ Soil Other Surface(in.) (USDA) (Munselli ' Mottling (Structure,Stones,Boulders. consislocy.%QaHl) r� Flood Insurake Rate Map: Above 500 year flood boundary No— Yes Within 300 year boundary No t� Yes '. . Yes., , within 00 earfloodbounda` 1Vo____ W 1 tY Y a� Depth of NatutallY Occurring Pervious Material Does at least fo feet of naturally occurring pervi us material exist in all areas observed throughout the area proposed Or the soil absorption system? `�J2S 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;nviron ental Protection and that the above analysis was performed by tide consistent with the required training expertise and e e ' ce described in MO CMR 15.017. Signature Date Q\SEPTICIPERCFORM•DOC No. y " Fee lA THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Rpplication for MigozaY gpp5tem Conztrurtiun Permit Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) ❑ Complete System Mindividual Components / gionAAddreep or Lot No. Z z ciniC.�'.aeZ �, Owner's Name,Address,and Tel.No. sor's Map/Parcel a S RM E Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. So9—SOBS - 53 -'�9 Type of Building: Dwelling No.of Bedrooms 4 Lot Size O sq. ft. Garbage Grinder (ni/f Other Type of Building ' m6ne_ No.of Persons oZ Showers( ✓S Cafeteria( Other Fixtures LA4 wros j cmXAk Design Flow(min.required) 4 4 O gpd Design flow provided 451 .91 gpd Plan Date (Q:—C) Number of sheets I , Revision Date Title ,Rn iJi e e s secy-s1 C Si S-`meM V DgRgae Size of Septic Tank ` - Type of S.A.S. 3'�� cQclN• C Description of Soil L.) 2 `\,ovo V1 . Nature of Repairs or Alterations(Answer when applicable) , An G_�X rys�) 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 top ce the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed e _ Application Appr v d by- to Applicati y:: ate for the following reasons Permit No. n Date Issued '�.-�++Y.Jyi1 .��,. .v1M"\' �r'..t+i T y�yJ' �m.'�. .r,lltl.G....\ `- .. .�.z- �r. _.. .. .s_ --^ Y _ ♦_ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: P PUBLIC HEALTH DIVISION- TOWN OF BARNSTABLE, MASSACHUSETTS Yes ` ZIpprication for bf0po.5ar *pgtem Con5truction Permit Application for a Permit to Construct( j Repair Upgrade( ) Abandon O ❑ Complete System Individual Components Lopation Address or.Lot No. C 1 C`` �f�Q j,�. Owner':s Name,'Address,and Tel.No. Assessor's Map/Parcel �, c t Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. r.�►u- Type of Building: Dwelling No.of Bedrooms Lot Size 0 sq. ft. Garbage Grinder (tear Other Type of Building No.of Persons cq_ Showers( Vf Cafeteria( k)- OtherFixtures Lr,,\i P,--y , �� Cv\v \ �,,:�� . I_r^�Qo��� Design Flow(min.required) gpd Design flow provided �7` gpd Plan Date Z- (.0 Number of sheets Revision Date ` Title c:x Size of Septic Tank ( _� =;`V- I , LiO, C,o C, Type of S.A.S. .J _ -Lc) C:,C _ Description of Soil ' II .w Nature of Repairs or Alterations(Answer when applicable) Date last inspected: r Agreement: l! The undersigned agrees to ensure the cons,tructid&And maintenance 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 I Compliance has been issued by this Board of Health. Si ned /, T= �.c /'' �`. . ,, m�,`r' � /,i Date g Application Approved byDate / Application-ROpP dby: 'I r/,�. ® // �° s`r f%J�/f {'Date / !✓� 7- for-the following reasons v Permit No. Date Pssued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE;"MASSACHUSETTS (Certificate of (Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( Upgraded ( ) Abandoned h( )by J/ -46_(t' )i'l ,�'.' \. ! at �/ Arft - 11r �!,� /��,t..'� ��,t�;(;� (� 1 r(°,�r'tr�s'1been constructed in accordance with the,provisions of Title 5 and the for Disposal System Construction Permit No. L�I dated _ f installer (#�i ,F'F � 1(r`rf✓ f!f% Designer ��+ ('`(-, ir"!/-" #bedrooms Approved design flow 1 1/.? gpd , The issuance of this permit shall not fbeconstrued as a guarantee that the system w'l'funcction as designed /",� ? /f� ' Date ift 11 a f..r,'r, Inspector .% ?- - ---No. � --- ----------------- � Fee - - THEiCOMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS 'i5pogaY *p!9tem Construction Permit Permission is hereby granted to Construct ( ) Repair ( pgrade ( ) Abandon ( ) System located atif 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 provisiors or special conditions. Provided: ConstrAtion must be completed within three years of the date of this ,ermit. Approvedby' Date A� I' I�1��✓ pp r Y�� y • a Town of Barnstable OFIKE f�, Qn Regulatory Services • Thomas F. Geiler,Director RUWSTABUF4 MAM �0 Public Health Division iOrEn n�+" Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: o Designer: _Shay Environmental Services, Inc. ..Installer: _ )_ �--tlk �0t A Address: P.O. Box 627 Address 4 9 `Ty1S?lt East Falmouth, MA 02536 h g5h e. H A- y 2-G45 On a CJ� R° 5Ol R- N 5 I was issued a permit to install a ( ate) (installer) septic system at 2 L CAI,,CwpoEF l..w CIO kavvy \\e based on a design drawn by (address) Shay Environmental Services, Inc. dated J 15�e (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. � �N OF MgSS,y CARMEN (Install is Si ure) o E. v SHAY No. 1181 � a �- SgAU Wp� (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 THE COMMONWEALTH OF MASSACHUSETTS BOARD PF HEA T /.�....... . ......OF...:... .- ........ ............................. Apphra$ion for Disposal 10jarks (9jaudrurtiou Permit Application is hereb m de for a Permit to Construct ( ) or Repair ( ) an Indivi ual Sewage Disposal syst at: , Gaf�2 ... �. .. ... ............. ......-..s.X. ................... ........................ ....... c Address or Lot o i //7 Lo (�,� r.... .uaa..... .. .... ••••....... .. .... .................................... II v wner A dress .. Installer Address /d_ �' Q Type of Building Size Lot./'- _V-.w.......__-Sq. feet Dwelling No. of Bedrooms....................................Expansion Attic ( ) Garbage Grinder ( ) �1 Other—Type of Building No. of persons............................ Showers — Cafeteria P4 Other -fixtures -.. --------•--------------- , W Design Flow........................ ........gallons per person per day. Total daily flow.................. _..gallons. WSeptic Tank—Liquid capacity) allons Length................ Width................ Diameter..........- Depth...............- x Disposal Trench—No..................... Width........VI Total Length-__.--___-- ....... Total leaching area....... ..:..._____.sq. ft. Seepage Pit No.___ . DiameterAki........ Depth below inlet........(a..I...... Total leaching area. f-__d__'Y.sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Resins Performed bY.................................-........................................ Date........................................ aTest Pit No. 1.....___________minutes per inch Depth of Test Pit-------------------- Depth to ground water________.__..-_-_-.--__. r3� Test Pit No. 2................minutes per inch Depth of Test Pit_:_____--_-___-_-_ Depth to ground water____-___-__-___-__-____. Descriptionof Soil................ - -��- -----------------------=-,-------------------------------------...---------- IT, ---------------------------------•..............................................................................................=....................................................................... VNature 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 issued by the board of health. f Siged....------A--•---•-------------------------------------------•--....--•---•---- -------------------- ...... dte Application Approved By....-- .,.... ...... -------- r..-.-... = C l -•��. Wt-_ Application Disapproved for the following reasons--------------------- --------------------------•-•------...•-----•----•------------------ ----.............. ........---•-----------------••----....--------------------------------------•--••--••----•---------•----------------------------•-----........ ......---------------------•----......---------....... Date PermitNo......................................................... Issued. D- e ------------------------------------- ---------------- --- ---------- ----- ------ ---------------------------------------------- ................... THE COMMONWEALTH OF MASSACHUSETTS BOARD 9F HEALTH s &° ?.................OF..... .... --... ................................. Applirafiutt for Disposal Works Ta nstrurtiutt Pumit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Indivi ual Sewage Disposal Syst a •Loc Address ti or Jot t T,�✓ .. �•3 l-4 .... �. ...................... ..•..... .. ;,. .. caner A dress s.. �j?.. f.: ... Installer ............................. ............................................Address..... .---•-•........ y ...._ 1�`t U Type of Buildin_g� Size Lot. --- --=----------71 Sq. feet Dwelling No. of Bedroom s........ ............................Expansion Attic ( ) Garbage Grinder ( ) a`4 Other—T e of Building ............ No. of persons............................ Showers YP g -----•-•--••••-- P ( ) — Cafeteria ( ) d Other fixtures ---------------------------••-•----------------------------•- _ W Desi Flow....................... allons er person per day. Total dail flow...... ---gallons. P P P Y Y W +..Septic Tank—Liquid capacity.f4._ ga_�llons Length................ Width_.............. Diameter................ Depth................ x Disposal Trench—No..................... Wth._.._._. .. __. Total Length........... Total leaching area...._. .._..._... sq. ft. Seepage Pit No____ _ _________ p g .Diameter. , . ____._.. Depth below inlet........ ........ Total leaching area.____.__.. _.sq, ft. Z Other Distribution box ( ) Dosing tank ( ) v aPercolation Test Resumes Performed bY.......................................................................... Date........................................ Test Pit No. 1.....__.._.::...minutes per inch Depth of Test Pit_................. Depth to ground water-_.______---___:-...___- rX.4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ .............. ----------- ......-----••-- ODescription of Soil----••••...•......_.n c _.�.�<a. ..._��a;. :,.••------------------••--•--•••......•---••......••••--._...-----•---•••••••.....•--- U ---•--•..............................................•---•--------------••..._.....---•--....__...--••----•---...---_.....----•------....._..---•-•---•.........----•-----......_._.._....._...•---..... W -••------------ ................................................ -••.•--•---------•-------............------------•-•---•-----....------. ............................................................. V Nature of Repairs or I Alterations—Answer when applicable................................................................................................ ------------------•-----......................................•----•------.................._•---•---....---------------•--•.._..--------------......------------------..........__.____....... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage.Disposal System in accordance with the provisions of Article NI 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. Sied_ -----•--••..............•..._...... ---- �'�k Application Approved By...... ......... -. -: --- ffc.�:�l D6te Application Disapproved for the following reasons:.................... ........................................................................................... ...............................••.........-•-••-•••••-----•-•••........-----•••........._..............--.••...•••-•.....--------•-••-------•--•----•••-•••----•--•=-•-••-•------•••-...-----...___._____ Date Permit No......................................................... Issued. i Date THE COMMONWEALTH OF MASSACHUSETTS 1 BOARD F H.EA ' ...........O .. . ......a . . .. Ta ifiratr of Tomplia use /� T S TO CERTIFY, That the Individual Sewage Disposal S Isterrl constructed (�) or Repaired ( ) by....... - . . ..... . ............................................. � - - . has,been installed in accordance with the provisions of Article XI o5. h� S ate Sanitary Cffode •s desc ibed in the application for Disposal Works Construction Permit No................................. ....... dated....6-/...`tf_... ..:."'"........ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARA ZEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. t DATE .................. Inspector..... •.......: .....•-- ......... ............. ._ THE COMMONWEALTH OF MASSACHUSETTS BOARD Of HEAL .� �~ No............... ...... FEE.­-.2............... Permission reby granted.....-� ,.. _ !t.'''....... ....�'= __.__••-•-.-- ................... to Constrtwt Repair ( ) a Indi�v ual 5 wage posal System ;d at No... . l., ... :. ...` ... �.: df6t .... �' ''s... .................................... ... . ... treet as shown on the application for Disposal Works Construction er it No. '. ll y., .. ated...., f..__ _:. _.. ... . .. �/ _ ..-'"` . ... ............. ....» dp1er��'6 •73 Board of Health -- DATE- -•-- ----- ......................................... FORM 1255 HOBBS & WARREN. INC.. PUBLISH 5� t 10' min. from *NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. ALL OUTLET PIPES FROM THE • Existing Foundation house to septic tank CHAMBER ACCESS cover must be SECTION A -A SET LEVEL FOR AT LEAST 2 Fr. 12 CONCRETE COVER Ss tic to town must be D-BOX cover must be within 8• of finished grade DISTRIBUTION sox SHALL eB e TOP OF FOUNDATION = ELEV. 100.00 (Assumed) p within 8 in. of finished grade wtthin e• of finished grade PROFILE VIEW OF LEACHING SYSTEM +r' ' '; Gross over Septic Tank- 99.80 Grade Over D-Box- 98.00 /�0r ode over SAS- ELEV­ 98.00 3-S•OUTLET u ". �., 2 1' - {! KNOCKOUTS // :r /t •y r/e'- rp•sa.lw F,s,kws e.8• OUTLET a h �•w r r •wkww CryWi stow 1r INLET H 10 S 0.02 EXIST. 5�0.01 or 3 ISTEB X 0.010" per foot Top of SAS-Etev.=95.25 s' ns• f i �2Ghidcerioe Ln II 3s' Orwater P f Av . EXIST. PIK u� 1,000 GAL. 18.s• W`"' "- FROM EXIST. FOUNDATMN `� a SEPTIC TANK g 1as• 11 9 20� Effective °sptl' PLAN SECTION CROSS-SECTION � '- 11 H-10 r3 o c o o C3 CONCRETE FULL fOUNCATXI �e > rn I4' 5' 4' 3 Units ! 8.3' = 23.3' 6 h.of 3/4"-1 1/r -4 > II �J it , - 4 z5.5 4 3 HOLE H-10 DISTRIBUTION BOX y SYSTEM PROFILE compacted stone $ 3' n NOT To SCALE ' Not to SCOIo - C Effective Width r 'c I 5 STRIPOUT ALL 3• ' AROUND Effective Length 6 k,.of 3/4•-1 1/2• TO ELEVATION 90.00 0 SOIL ABSORPTION SYSTEM (SAS) GENERAL NOTES compacted stone L m NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6" BELOW GRADE Bottom of Test Hole 2 Elev.- 84.00 500 - C H-10 LEACHING UNITS / WIGGINS PRECAST 1. Contractor is responsible for Digsafe notification, VERIFICATION T Obs. Groundwater - Test Hole 1 Elev.- $4.00 AdJ Per CAPE COD COMMISSION - 3.5' - ELEV. 87.50) Not to Scale and protection of all underground utilities and pipes. ♦PROJECT ADJ. Groundwater - ELEV. 87.50 2. The septic tank on j distri yjion box shall be set level on 6 of 3/4 -1 1/2 ' stone. PERCOLATION TEST 3. Backfill should be clean sand or gravel with no Note: Remove soil down to el. 90.00 (Estimated) & stones over 3" in size. 4. This system is subject to inspection during installation C replace With Clean coarse sand w/pert. rate less than or b Carmen E. Shay - Environmental Services, Inc. Date of Percolation Test: NOVEMBER 6, 2006 � y Y Test Performed By. CARMEN E. SHAY, R.S., C.S.E. � or equal to 2 min./in. before & after placement 5. The contractor shall install this system in accordance Results Witnessed By. WNALD DESMARAIS ( BARNSTABLE B.O.H.) with Title V of the Massachusetts state code, the approved plan Excavator: SHAY ENVIRONMENTAL SRVCS., INC. (40 .rG� and Local Regulations. Percolation Rate: 2MPI ® 48" �p F00 6. If, during installation the contractor encounters any T soil conditions or site conditions that are different from those shown on the soil log or in our design Test Hole Test Hole �``�,, OF 9 9 No. 1 NO. 2 I W�4Y� installation must halt & immediate notification be DEPTH SOILS ELEV. DEPTH SOILS ELEV. i made to Carmen E. Shay - Environmental Services, Inc. - 7. No vehicle or heavy machinery shall drive over the 0 94.00 0 94.00 I septic system unless noted as H-20 septic components. Sandy Loam Sandy Loom i �` ``�� 8. Install Tuf-rite gas baffles or equals on all outlet tee ends. 10 Y 3/2 10 Y 3/2 9. All Distribution Lines shall be 4" diameter Schedule 40 NSF PVC pipes. 0"-6• A 93.50 0"-6• A 99.00 �� �'��� 10. All solid piping, tees & fittings shall be 4" diameter Sandy Loam Sandy Loam j �� ��� Schedule 40 NSF PVC pipes with water tight joints. 11. Municipal Water is Connected to The Residence and Abutting 10 B+/e 10 B./e ` ¢� \ Properties Within 150 Feet. 6"- 24" 97.00 6'- 24" 93.50 ; ��\,. ' �� `�\ slit slit 1 ��� `.� ��� THE PROPERTY LINES ARE APPROXIMATE AND Loom Loom 1 04' �� �� `� COMPILED FROM THE SURVEY PLAN GENERATED BY 24"-48" C, 90.00 24"-48" C, 90.00 i O `� `� `� - ED KELLOGG, PE, MA, PLANK BOOK 172, PAGE 51 N - `� "SUBDIVISION PLAN OF LAND IN CENTERVILLE, MA" Mod.-Coarse Mod.-Coarse I '� �„ -' �� ��� .� `� DATED SEPTEMBER 22, 1962 & THE DEED DESCRIPTION, Bond sane141% I �� `� ` IT SHOULD BE USED FOR NO PURPOSE OTHER THAN 2.5 Y 7/4 2.5 Y 7/4 - j I i `� \\ . I �� < - THE SEPTIC SYSTEM INSTALLATION. 46•-120• CA 84.00 48-120 � 84.00 I t i I 3 I IN, SP- 20 � _ .\ � � �� EXISTING LEACH PIT TO BE PUMPED OUT AND \� �\` FILLED IN PLACE f J t ,3 a ' `\ �\ �\ , NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE Pert 1LOT 16 f•.•= • � �T---� r._. o.,. , _T PIT TO,BE DISPOSED __. Depth to Perc: By Seive Analysis in ,the C-2 Layer i t`t t : • , �_______---_- OF AS 'PER BOARD OF' HEALrH SPECIFICATIONS. Pert Rote= 2MPI (by Solve Analysis) 1 g••t / - , I r • i EXISTING �� `�� NO WETLANDS ARE PRESENT,WITHIN 200 OF THE PROPERTY AIW247/ZONE C - INDEX = 23.3 for 11/06 r /rEST{HOLE If ` 1 . ADJUSTMENT 3.5 FEET i 93.6,�i�• p i ELq.= 94.0r CAJtAGB ��� ASPHALT i ASSESSORS MAP 234 PARCEL 021 OBSERVED H2O Elev. 120 or ELev. 84.00 D- x i �`DRIVEWAY 1 Q i. d 1 1 J --- 1 j �d i• } y I� d LEGEND�w�-- U- Design Calculations i 5::+ e, ,'i'I 1 ' r _ r-�� 0 Mur fcfpof-wet' .4. �� t i `I DENOTES PROPOSED Number of Bedrooms: 4 Equivalent to 440 Gal./Day 104X 1 SPOT GRADE Garbage Grinder: No VV.. ZE Leaching Capacity Proposed: 440 Gal./Day i k941 I IDECK i I i i DENOTES EXISTING Septic Tank : - 2 x 440 Gal./Day = 880 USE EXIST. 1000 GAL. Septic Tank. ` ��EST-Hats #y�i j ; I I O~ X 104.46 SPOT GRADE SOIL ABSORPTION AREA: Using percolation rate of <2 min./inch 1 ELEV.= 94.00 I EXISTING I I j LLO Bottom Area: OJ4 gal/sq. ft. x 435.50 sq. ft. s 322.27 gallons ' 4 BEDROOM i 1 I ► PL PROPERTY LINE Sidewall Area: 0.74 gal./sq. ft. x 186 sq. ft. = 137.64 gallons ' MOUSE I I i Providing: = 459.91 gallons Failed EXIST. `� Leach Pit 1000 GALLONzz I ; 96P-- PROPOSED CONTOUR Use: (3) PRECAST 500-C UNITS, HAVING A 2 EFFECTIVE DEPTH, I SEPTIC TANK I I ► } TO BE USED WITH 4` OF WASHED STONE ON THE SIDES AND �� j I j V -- - -- -97 EXISTING CONTOUR 4' OF WASHED STONE ON THE ENDS. UNITS TO BE SEPARATELY PIPED DEEP TEST HOLE & `� PERCOLATION TEST LOCATION 2-te• DIAM. ACCESS MANHOLES l� _ i I I ,. �� `�\ �. -•1 ,' h I i ; •-----. 6 FOOT STOCKADE FENCE ° •"•4::,Le,i<..�r1.�s�.'••ria..:.iME Z ..j; ; �- t �\ I I' I ` � `� i �' ,1 II REV.: 12/14/06 - Donna THE ACCESS COVERS FOR THE SEPTIC TANK. LOT #29 1 LOT P LAN INLET 1 l DISTRIBUTION BOX AND LEACHING COMPONENT ` OUTSET DEEPER THAN 8 INCHES BELOW FlVISHm % .` LOT #27 1 GRADE SHALL BE RAISED To VMTHIN a OF FINISHED GRADE f8,430 Square Feet OF PROPOSED SEPTIC SYSTEM UPGRADE INSTALL TUF-TITE CAS BAFFLES OR EQUALS 1¢ ♦ 1 t '. ;r ;�f�-- :•-. , ;�.- ^ , �'. 4' PREPARED FOR STEEL REINFORCED PRECAST CONCRETE _ � �\ - MS. M I R I A M T R I M B L E PLAN VIEW I; 1 I -3-24' REMOVABLE COVERS ��` -- ; AT LOT #28 ; #22 CHICKADEE LANE . . .,. f • -•�... ., 4• •:• PROJECT BENCH MARK ; min. C1"(31. TOP of FOUNDATION C ENTERVI LLE MA INLET a min r min. Inlet to outlet 8.mti 13•f ' ' T rii� u�T.wi- 01T1ET r' ELEV. = 100.00 (Assumed)a' _rl Iltie, _r B 4'-D• min i c EPARED BY: ON soft Liquid depth s t q AR1L1�'N SHAY Bedroom m Bedroom Kitchen ; ��� CA N E. .» 1 o V GARAGE SH N IRONMENTAL SERVICES, INC. g-0. 4,._10• Bedroom 1 P.O. BOX 627 CROSS SECTION END-SECTION Bedroom LIVING Dining �F S S EAST FALMOUTH, MA 02536 ROOM AN/TAR\ TEL/FAX : 508-539-7966 USE EXISTING 1000 GALLON H-10 SEPTIC TANK 2nd Floor 1st Floor SCAL : 1"=20$ DRAWN BY: CES ATE: DECEMBER 6, 2006 4 BR HOUSE FLOOR SCHEMATIC NOT TO SCALE PROJECT#SD998 FILENAME: SD998PP.DWG SHEET 1 OF 1 I