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HomeMy WebLinkAbout0108 WAKEBY ROAD - Health 108 Wakeby Road ..,- . .. a Marstons Mills A= 043-009 No. Fee �^ v v THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes Pi 'd-013 1plitatlon for Vsposal *pstrm Construction Permit Application for a Permit to Construct( ) Repair()6 Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 10 prnrn Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 43 - G 1 �m'1l/ P RV L A KELL- H E2 Installers e.Address,and Tel.No. Designer's Name,Address,and Tel.No. D"} GXCAVQ�IU(1 OZI Q Cou6h 4 t Owk T21 RuGLE c(2 w1C q 6256 Type of Building: Dwelling No.of Bedrooms Lot Size 'Z4,4 Z 19 sq.ft. Garbage Grinder(w) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 330 gpd Design flow provided 33© gpd Plan Date 74 H 3, 26 I D Number of sheets 2 Revision Date Title 5 e-w4,c e 0I S I o ml '5 yS?Kewt Nil Size of Septic Tank [©DD cra Type of S.A.S. Idety Description of Soil 'TOPsol� S JbsB�'I , Vhc�dl ov►� Sq Gf Nature of Repairs or Alterations(Answer when applicable) P"141 ��S+ill D- �Or gUd 2 SAD eg6n t'Y►tti S-/ohC 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 pla the system in operation until a Certificate of Compliance has been issued by this Board 9FHealLh. i d Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Date Issued --------------------- ----- .. "1Y'....'v.'-^ H..'._M.w14•".'_'y.�r'. -..y�.�raY. ,,N..q._...... _._ e4r.�sle�r..er. — ^"r'r.ti.,+^+•^-_a. .. �ro.�,' w�~ No. /1l Fee /^ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: IYePINs s PUBLIC HEALTH DIVISION -TOWN OF.BARNSTABLE, MASSACHUSETTS'. application for Zispo'sal *pstem Construction permit Application for a Permit to Construct( ) Repair OCS Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. D ,Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 43 - G 1 m t f'r' ' P R v t A K6 Lt-E H ER_ Installe 's- ame, ddress,and Tel.No. Designer's Name,Address,and Tel.No. 4 "� 364 pgq¢ t?�4��D COUGHA kQOwR 4 7'RI4u6LC ct2 5hJbW1CH . 144A 6256 Type of Building: Dwelling No.of Bedrooms` Lot Size 2-4,q 7 g sq.ft. Garbage Grinder(no) Other Type of Building No.of Persons Showers( ) Cafeteria( ) i Other Fixtures 1 Design Flow(min.required) 3 0 gpd Design flow provided 33 D gpd Plan Date 1 q h �l, Z b Number of sheets 7— Revision Date - _` Title 5 e w f e I S/oS9/ S yS few, Pl y Size of Septic Tank 1000 a Type ofS.S.A.S. It e t y Description of Soil TopSol'i Sdb�,Di , N41 u W1 rly G1 Nature of Repairs or Alterations(Answer when applicable) P-iM 1* 4- °7?gjgolj e-I,i t ;!t 5, [mCl7 I go) tod 57a0 zellon bt,, tvells tNl f4 5-16h C Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in r accordance with the provisions of Title 5 of the Environmental Code and not to pla e system in operation until a Certificate of Compliance has been issued by this Boakda afHealth. igned X r2,0WX Date Application Approved by % `� - y Date Application Disapproved by Date for the following reasons U Permit No. r Date Issued L a/ l THE COMMONWEALTH OF MASSACHUSETTS ; BARNSTABLE,MASSACHUSETTS ' Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(X ) Upgraded( ) Abandoned( )by p at (0 D (40 k-C�J f�o has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer Designer Np u r-f coy&AG h ow v� #bedrooms 3 Approved design f owe 3 3 D gpd The issuance of this'ermik shall not be construed as a guarantee that the system will fun"ction as designed. Date ,.7! t� 3 J u Inspector Fee JTHE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION BARNSTABLE,MASSACHUSETTS Misposal *pstem Construction permit Permission is hereby granted rrto Construct( ) Q Repair(X Upgrade( ) , Abandon( ) System located at 10 f 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 ust be completed within three years of the date of this permit. y / Date ( / t Approved by TOWN OF BARNSTABLE L ,4PCATION I&R Wo,1Kc_b14 Rck SEWAGE# Q p/O - 0)3 VILLAGE �nL-S-{oc�5 YY1:1 15 ASSESSOR'S MAP&PARCEL 413- G 1 INSTALLER'S NAME&PHONE NO. B 4 Q 6XCaya4 i on N7'7 -OG S3 SEPTIC TANK CAPACITY LEACHING FACILITY:(type)500 qa I cl%oteA.5 (z) (size) /a.5 x a y X Z` . NO.OF BEDROOMS 3 OWNERXcljr_1%Cr PERMIT DATE: -a 9- /O COMPLIANCE DATE: 13 u 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 A i 03• �•• 3� - 41 Az It Z A3 , �5•(o REAR Dwc11: n9 .63- Wt A 4 - M' a Say-y1' A O O � Raer y r. Town of Barnstable Regulatory Services Thomas F. Geiler, Director • �►xrtSTABL& • ;b 9 � Public Health Division rEDMP'��' Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: Designer: �Av��� D CbvGi4hNUwR R.S. Installer: Address: 43 Tzik)6Lr CACX Address: SANOWWW, N d256o3 On (date) (installer) was issued a permit to install a septic system at e 6`/ based on a design drawn by (address) b kv i p D. CQUG FI PrW L✓T dated Tq VL �j Z-D 10 (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 -9 DAVID �yG� D. a (Installer's Signature) COUGHANOWR No. 1093 �4�10/STE��O SgNITAR\PN , Signature) (Designer's S gnatur ) (Affix Designer's Stamp 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. Town of Barnstable P# z (9 gyp' Department of Regulatory Services MANSMest.e, Public Health Division Date Dc L�6, �d NAM 200 Main Street,Hyannis MA 02601 4 Date Scheduled I 6 Time Fee Pd.— i k -Soil Suitability Assessment for Sewage isposal i Performed By:0400 C O V 6 H � J O W)Z `L5 C[ r Witnessed By: JIt J _ LOCATION & GENERAL INFORMATION Location Address �Ylplkel.Y A g n Owner's Name k"14 k�f I� 6-Y' l4 1 v'1 ts�VY15 /7,IOI5 1 Address (D� WTI r e 6 y _ i Assessor's Map/Parcel: 11414. Engineer's Name r� Vu a G( CCp 0,0-c1N R OIN rr NEW CONSTRUCTION REPAIR Telephone# F S70e �C•t' v,d7�} i C n Land Use RF 71 ®I W T�'7 iL 'Slopes(%) © Surface Stones 'wow f'c- Distances from: Open Water Body �^l D 0'V ft Possible Wet Area L®®i ft Drinking Water Well ft Drainage Way ?© -t ft Property Line 1O 1' ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands In proximity to holes) I / GROUNDWATER ADJUSTMENT aW EXISTING GROUNDWATER LEVEL BASED ON TOWN OF BARNSTABLE / GIS DEPARTMENT RECORDS. 1 INDICATED GW 43.00 INDEX WELL "SDW-253 I� ZONE B + READING DATE DEC. 2009 / ! READING 46.7 ADJUSTMENT 2.9 ADJUSTED GW 45.9 \L. A --- — Ft: -- WAI<EBY ROAD Parent material(geologic) gGt 1 l Depth to Bedrock Depth to Groundwater: Standing Water in Hole: ` Weeping from Pit Pace Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: 4100V e- Depth Observed standing in obs.hole: in. Depth to soll mottles: in. Depth to weeping from side of obs.hole: (n. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level_.;, �, Adj•factor Adj.0routldwater Level Observation PERCOLATION TEST . bate +l r31 loco Tlwe ll"I Hole# Time at 4" e Depth of Perc L t Time at 6" Start Pre-soak Time @ [010 Time(9"-6") .L End Pre-soak t'Z Rate Min./Inch A.a.f.i•Site Suitability Assessment: Site Passed�_ Site Failed: Additional Testing Needed(Y/N) lv t r Prigmat.. Public Health Division �. Observation Hole'Mta To;Be Coinpleted,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:NSBPTIC\PERCFORM.DOC SOIL TEST LOG DATE OF TEST: JANUARY 13. 2010 SOIL EVALUATOR: DAVID D. COUGHANOWR. R.S. WITNESSED BY: DAVID STANTON. HEALTH DEPT. PERC NUMBER: 12613 NO TEST PIT I PAARENOTUNDWATER MAATER AL:EPROGLACIRALD OUTWASH PERC AT 72 n — 2 MIN/INCH IN C SOILS ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER (INCHES) HORIZON -- TEXTURE - (MUNSELL) MOTTLING 69.10 0-6 Ap SANDY LOAM 10 YR 4/3 NONE FRIABLE 85.60 6-42 "B LOAMY-SAND - 10 YR 5/6 NONE FRIABLE 42-132 C - MEDIUM SAND r 10 YR 5/4 NONE LOOSE 76.10 TEST PIT 2 NO PARENT MATERIAL:EN COUNTERED OUTWASH 2 MIN/INCH IN C SOILS' ; ELEVATION DEPTH SOIL USDA SOILr SOIL COLOR SOIL OTHER (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING i 89.20 0-8 AR SANDY LOAM 10 YR 4/3 NONE FRIABLE 65.53 B-44 B LOAMY SAND 10 YR 5/6 NONE FRIABLE 44-132 C MEDIUM SAND 10 YR 5/4 NONE LOOSE 76.20 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%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, 't - - 11ood'Insurance Rate-MaA _ _ -r-= - - - - - - - - --_- -• — Above 500 year flood boundary No Yes Within 500 year boundary No V Yes Within 100 year flood boundary No 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? 5 If not,what is the depth of naturally occurring pervious material? Certification ��J i I certify that on �(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 wi the required training,expertise and experience described in 310 CMR 15,017. ESN of Massa Signature "� � Date 341 i; Zpl D �o`'� DAVID D. COUGHANOWR QASEPT►C!�PERCFORM.DOC 0 EVALUP� Town of Barnstable P# 1 z J, Department of Regulatory Services Public Health Division NAM lt 11 D><v><S><on Date ��< 59. 200 Main Street,Hyannis MA 02601 Date Scheduled I Tfine�r� Fee Pd._ A&> Soil Suitability Assessment for Sewage pisposal Performed By:IJ Vti7 CbV6 H WO W? L5E Witnessed By: rr J LOCATION& GENERAL INFORMATION I Location Address (�!(,, -.2reP .� � Owner's Name Pq,,j4 ke�I��@-V- Address (e j L►wi it e b y R4 As$esssoes Map/Parcel: )lS �'l"It S 113�{ Engineer's Named Ca v6,7dW UCi. NEW CONSTRUCTION ^REPAIR Telephone# S701E 3C Land Use /I� Slopes cqy, © Surface Stones Distances from: Open Water Body l t 00't ft possible Wet Area �QQ { ft Drinking Water Well (-Q_* ft Drainage Way %�� ft Prop erty Line t ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&Pere tests,locate wetlands in proximity to holes) I I GROUNDWATER ADJUSTMENT 11414. EXISTING GROUNDWATER LEVEL BASED ON TOWN OF BARNSTABLE GIS DEPARTMENT RECORDS. INDICATED GW 43.00 INDEX WELL SOW-253 READING DATE DEC. 2009 / READING 48.7 / ADJUSTMENT 2.9 ADJUSTED GW 45.9 A -125 P! - 1'1fAl®Y ROAD ` Parent material to is �� f r (geo g ) ?G �� U�'��"I Depth to Bedrock Depth to Groundwater. Standing Water in Hole: r` h Weeping from Pit Fpee �0 Estimated Seasonal High Groundwater lee DETERMINATION FOR SEASONAL HIGH WATER TA9LE Method Used: �eP_ 410,9V tr Doptii Observed standing in obs.hole: in. Depth to soil mottles: in r Depth to weeping from side of obs.hole: In. Groundwater AdJusttnent ft. Index Well# Reading Date: Index Well level � Adj.factor Adj.droundwater Level PERCOLATION TEST Date l l'31 lc Tim ie R Observation 1 Hole# Time at 9" Depth of Pere �2 r h 71mcat6,. Start Pre-soak Time @ to 03 Time(9"•6") End Pre-soak I,V Rate MinJlnch 2mP► Site Suitability Assessment: Site Passed _ Site Failed: Additional Testing Needed(YIN) Original: Public Heahh Division Observation Hole-Data To Be Completed oo 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:IS EPTICIPERCFORM.DOC SOIL TEST LOG DATE OF TEST: JANUARY 13. 2010 SOIL EVALUATOR: DAVID D. COUGHANOWR. R.S. WITNESSED BY: DAVID STANTON. HEALTH DEPT. PERC NUMBER: 12613 NO TEST PIT I PAARENOTU MATERIAL: PROGLACIRALD OUTWASH PERC AT 72 ri - 2 MIN/INCH IN C SOILS ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER 89.10 (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING 0-6 Ap SANDY LOAM 10 YR 4/3 NONE FRIABLE 8560 6-42 B LOAMY SAND 10 YR 5/6 NONE FRIABLE 42-132 C MEDIUM SAND 10 YR 5/4 NONE LOOSE 78.10 TEST PIT 2 PAD ENOTU MATERIAL: PROGLACIRALD OUTWASH 2 MIN/INCH IN C SOILS ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER 89.20 (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING 0-8 Ap SANDY LOAM 10 YR 4/3 NONE FRIABLE 65.53 8-44 B LOAMY SAND 10 YR 5/6 NONE FRIABLE 78.20 44-132 C MEDIUM SAND 10 YR 5/4 NONE LOOSE DEEP-OBSERVATION DOLE LOG Hole# Depth from Soil Horizon Soll Texture Soil Cola Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. ConsistencX. v DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones.Boulders. ConshtencX. Flood Insurance Rate y-a- _-- — - -- - -- -- Above 500 year flood boundary No_ Yes z 'Within 500 year boundary No✓ Yes - Within 100 year flood boundary No✓ 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? - �C e 5 ,- If not,what is the depth of naturally occurring pervious material? Certification �oJ I certify that on I (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 w the required(training, expe�r'tise_ and experience described in 310 CNIR 15.017. ��tH oF,ttgs qc Signature `�J�"t �! GM7� L�E Z`i� Date l; 2010 �o� DAVID o D. COUGHANOWR Q:\S,BPTlC ERCRM.DOC �O��r�ENS F� E�0 FVgLUP I / 0 A T ION l� 14�g SEW 9 , E RMIT NO. co VILLAGE INSTALLER'S NAME & ADDRESS B UI'LDE. R OR OWNER ruS DATE PERMIT ISSUED r , DATE COMPLIANCE ISSUED 50 71 OVPI ->lfS-LV f�/ AAMOJ II?r 0 77 q— THE COMMONWEALTH OF MASSACHUSETTS C.� BOARD qf HEALTH- OF........... ... Appliration -for Dbpoiial Mark ( onfitrurtion Vrrmit Application is hereby'made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal Systemat: -----------------------•. / -•-•._.__-----_._______-__._.......•-• r , I�pCation•Addres O 2 .____--•e-,, �°r_I.ot pNo. ti Owner Address W f� tl.: '1.�_Ff` � ......------•.......n1_-:--`-....--�-.-5-= ` Installer Address Y', U Type of Building Size Lot----------------------------Sq. feet Dwelling-VNo. of Bedrooms_-------------�'__-_--_-------..-._.--.Expansion Attic ( ) Garbage Grinder (��) Other—Type of Building ---------------------------- No. of persons.-..--------_._---.--__---- Showers ( ) — Cafeteria dOther fixtures -----------•--•------------------------•-----•-------- -------------------------------------•---------------------------------•------------•-•------- ; Desi n Flow..................... S p----....____._ Mons per et-son per day. Total daily flow.--._.._..__��4------------- Mons. W g - - - g� P P P Y• Y -- -------g� WSeptic Tank 1 Liquid capacityl g0gailons Length---------------- Width................ Diameter-----....------- Depth.___----------- x Disposal Trench—No--------------------- Width-----:.............. Total Length-----------------:_, Total leaching area--------------.-----sq. ft. Seepage Pit No-----L----.--.--_- Diameter-------------------- Depth below` inle�j...... __.__._-_-. Total leaching area...-..._._..--_sq. ft. z Other Distribution box ( ) Dosing tank Percolation Test Results Performed by-------------------------------------------------------------------------- Date------------------------- -•---------- Test Pit No. 1................minutes.per inch Depth of Test Pit.................... Depth to ground water...........---------___. (z, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ ---------- - 6------------- 4 Description of Soil �r '� --• G - -^� --- •--`-�--=- 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 Article XI of the State Sanitary Code he undersi ned rt er es not to place the system in operation until a Certificate of Compliance has been i ed by a'' of th. ined--- -- ---- ------------ - ----- ---- ----- ----------- ---------------- ................................ Date Application Approved BY----....... - - - ----- --- • - -• ----- -----•-----• ---....-- -..1 .. _�..... Date Application Disapproved for the following reasons:-•-------------------------------•---•------------------•--------•••-----•••••._...-.-_...._•------------------- -------•-•-••-•-------••--------------•-----•--------.•----------------------------------•---••••-------•..-----------------------------------------------•------•---------.._---------------------- Date PermitNo........................................................ Issued............ -- Date 3 ` A 7, THE COMMONWEALTH OF MASSACHUSETTS BOARD H'E�ALTH Appliratiun -for Bi!ipwi al pa�)Ior Tomitrnrtinn rranit Application is hereb `made for a Permit to Construct Work Repair an Individual as pp y ( p ( } Sewage Disposal System at: ______________________.44°�.......-.Gt/+9k• PIQation•Addre Owner Address _____________ __.__ .___. Installer. Address Q Type of BuildingY Size Lot............................Sq. feet Dwelling No. of Bedrooms_______________?°--_________________--_-__-Expansion Attic ( ) Garbage Grinder e6) '4C4 Other—Type of Building --------- -----------_-____ No. of persons---________________________ Showers (. ) — Cafeteria ( ) a' Other fixtures ------------------------------ -- w Design Flow______________________fl�..............gallons per pet-son per day. Total daily flow------------!!;�Q*....................gallons. WSeptic T.Luk-L Liquid capacity/4_1.0_0gallons Length---------------- Width_____-_-----._ Diameter_____---_--_____ Depth---------------- x Disposal Trench—No- ____________________ Width-------------------- Total Length.................... Total leaching area--------------------sq. ft. Seepage Pit No....a--------------- Diameter____________________ Depth Belo inl �j ........ Total leaching area-___._.__..___..sq. it. z Other Distribution box ( ) Dosing tank ( ) ;;^ /'�;w. ~" Percolation Test Results Performed b ___________________ Date........................................ ,4 Test Pit No. 1________________minutes per inch Depth of "Pest Pit.................... Depth to ground water---_______-___-___-_-... 'r 44 Test Pit No. 2................minutes per inch Depth of Test Pit-------------------- Depth to ground water__"..._____________.... Description of SOil--- aJ '- '--�- -•••••--..".- ... ... .................... -- - w UNature of Repairs or Alterations—Answer when applicable----------------------------------------------------------------------------------------------- -------------------------------------------------•------------•---------••-----•---------- ----••---------------•----------------------------------------•--•----------------------------------•----------------------------------------•-----•----- Agreement The undersigned agrees to install the aforedescribed I ividual Sewage sposal System in accordance with the provisions of Article YI of the State Sanitary Code e tmdersi 'led rt e s not to place the system in operation until a Certificate of Compliance has been i ed by a of th. '------v----------=-- t._... ----- ------------------- f ..........................Opal- 1-7 APPlication Approved BY --- -- - l__---- ' ----- - - _ Date Application Disapproved for the following reasons----------------------------------------------------------------------------------------------------------------- -------------------------•------------••-----_._-_._.•--------------•-__...----------_____----------_-__...---_._.____-------------------------------------------•-----------------------••-------------- Date PermitNo-------------------------- ----------------------------- Issued........................................................ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD F H T H R'y..............OF........ � .. .Tntif irate of Tomptattnrr IS S TO TIFY fiat the Individual Sewage Disposal System constructed (�r Repaired ( ) by___ _ -•--- ••• --••-......................................................................................................................... Installer at. ---- ---_-- has been installed in accord,n with the provisions of Art' e- I',,of The State Sanitary de as:de 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 FUNCTIO. SATISFACTORY. �( DATE................... ------------.............................. Inspect THE COMMONWEALTH OF MASSACHUSETTS t BOARD OF EALTH 10,0 .....` 'OF............... ..... ....... No....... > ......... FEE Biliprri1'�;? i rk anti . tinn Prrntit C Permission ij l reby granted--** ....................•:......-- -------- ......... ......••. to Constr'ct epair ( ) a ewe is oral y em St- et as shown on the application for Disposal Works Construction P rr E No__ .___ _ Dated_____ __________________________________ /J/` Board of Healt DATE...........-•----- FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS f' _ �� J•! � a r r x S� F, IIIJ `f f s - I �s F .. e `� .sir (-�".:;,`��'�,• ���-� '"""i '`" K'�'* f> A, t PCs'-RTtF�� W IT" rwf=- 51 Ore..L I We= L-:O T ..1 Cta i wt> 'SET�AClC i`c',E4c.tt2E44 WTs 6P TNT 6'c?K `P}+d. • TV4IS 'C LA64 A,W os�r��vi`t� cs . �XA��• f �J�Kt3>t t�` Rv� Tots dFG"S CS 5titowrw AP L.t CA S USGO �Tb UMTF-Zµt•Jt� LOT LtN�S; t .. t r 1 jt f I S ...n,,,,_,. w....., __,,._ ._,- __ �_�.•..�; • ..��..�.-,�._...._..._..,..��......«.._---' _ .. _.r .ter� ! - t x VI cz— C.6iZTtl°14 TNAT ` i I:iiDw GCaMPL�lS W MA TOG: 51 DE i`I"C-- T I :o /# U1iZ6AA& ITS OF TNT uaa S� [1� i'E4 T� PA.TM k A .,..t ( ��_ fix; B A XTC4Z . 1.i�f� ►a.iG_ CZE61S5 -ZF•b LA:."O 5UeVa%(0V,C ` T!-�l'S. D1_AF-! IS �-tUT E3ASEL7 U A�.i OS'�6R�/iLf� a AXA-5S. I` 14.b�Cgt3�V� �.1`ti SCIZ��Y TE{� caFC5�1"S S���wJlx� APF"Lt CA+�.J T Jo kr t—I BS U >C—D Tts DMTEe—Mi'NC LA'T 1._.IWL e t BARNSTABLE COUNTY HEALTH DEPARTMENT BARNSTABLE, MAss. o2aso 7c�[oMONce 362.2511 Pact, 331 Date: March 10, 1977 To: Mr. Frank Thomas 225 School Street Cotuit, Mass. 02635 0n the basis of a eanftar r surrey and a laboratorsc -Lu4ti all ear the. sample of water taken from a .. .well. .. . . located on the premises of F'reaWk Thomas . Lost 16 wakeby Road# Barnstable located at.. .. . . . . ... . . . ... .. .. ... . . . . .. . . . .. . . . . . . . .. . . . ... . . .. . . . .. . . .......... Mlarch 9' 1977 this supply is approved for domestic purposes at the time the examination was made. If you wish further information regaxtding this supply, please contact us at the County Court House, Barnstable, Massachusetts (Tel: 362-2511 Ext. 331) and we ' will be glad to assist you in any way possible. v Public Health Sanitarian 9/21/76 g 500 i CONTOURS l 24 ft x125FLx2FL � EXISTING - - - - - - - 50 LEACHING GALLERY MINIMAL GRADING PROPOSED RO�o LOCUS KEBY RpAD w / I wA o CD> { 12-0 N C O?� 69 / O QA9 --� 88 z N ozw 000 �"' / m m m J CD m / G) 9 MARSTONS MILLS. MA 0 ��� LOCUS MAP ww< —J / �� NOT TO SCALE wm=z z� \ ovu� O� / \ w Jai CD � w3 LEGEND O 0- 0 w° (� w o I O� �` EXISTING w ❑0 / O� Qj� 1000 GALLON �o �u°� c~n I z 3 � �� w / � �� BENCH MARK SEPTIC TANK u W = W W z ' o O� \ TOP OF SONOTIJBE I ww W} U > �n o� m I POOO�PP ELEVATION = J0.6� I EXISTING Z Jw �, 0'0_ N Q= m/ J \ LEACH PIT • o <z N �� o_❑ W w 5 \ BARNSTABLE GIS DATUM I ,� w ❑� mE _j C o / TEST PIT lW T ❑ ? w du < _ �, w Z � uw❑ � cn / O ���� �� / UTILITY POLE �O J w w / / < 1// / D-BOX ❑ Z CD Z f- 7T f 71LOn `9 � �' DECIDUOUSt'jLd uj w Ow Z O c~ N TREE oiY cco cn �ZI�- w m Lo x I U U w w ao 0 -0LL / I = �w Q U W Z w o B91' / l �� _ oW wF(D x � w I F U e U U ~ N O MASS�c �N OF MASS o z w? o`' DAVI D yG� o�� DAVID q�yG U = m / Q / / �� D. �`� Nm W in I 3 ?z_ / W Z / i 4` COUGHANOWR D. W z SHED COUGHANOWR J-. o w= m / � I J ,4 No. 1093 W o z~ i t" o W Ul 03 + c� In c� / V/ / G/ O CENSE - IL w w Ln m F- SA S TR,PN /C u Pao G� x w Iw ew I A, / ?�n l3, 20W SEWAGE DISPOSAL SYSTEM PLAN w -TO SERVE EXISTING DWELLING z � _j UU J Cnw z J - �_ I LDT 16 0� / EST. PAULA KEL_L_EHER _j 7 O co m `-- / /Q /88 OWNER OF RECORD z � U AREA = 26978 , f+- �v /i O 0 � -- � � � d 1Z6 WAKEBY ROAD o ° i'' m X 1JJ5 MARSTONS MILLS. MA (� D + W \ B9 —4`\ J,/ ��ON PROPERTY ADD R S LL_ Z � \ 12S — // ASSESSORS MA 4 PARCEL 61) m m �t�� — 43 TRIANGLE CIRCLE rn FOG�� \�� / GARBAGE GRINDER SANDWICH MA 02563 PLAN BOOK 309 PAGE 75 0 � co z z FLAN �� '��y� '� IS NOT ALLOWED 5�8 364—fd8J4 DATE. JANUARY 13. 2010 U J F m N SCALE. 1 in = 20 f L FMENl � WITH THIS DESIGN. -IOB #ETE-3303 PAGE 1 OF 2 1 VERSION: pt � W x ' x w w w 20 0 20 40 THIS PLAN IS BASED ON AN INSTRUMENT SURVEY AND IS INTENDED SOLELY FOR INSTALLATION OF THE PROPOSED SEPTIC SYSTEM DEPICTED HEREON. FOR ANY OTHER CHANGES TO PROPERTY INCLUDING 0 le 20 l O PLACEMENT OF ADDITIONS. SHEDS, FENCES OR SWIMMING POOLS, OWNER SHOULD CONSULT WITH A MASSACHUSETTS REGISTERED LAND SURVEYOR. ' SOIL TEST LOG DESIGN CALCULATIONS DATE OF TEST: JANUARY 13. 2010 SOIL EVALUATOR: DAVID D. COUGHANOWR. R.S. DESIGN FLOW: 3 BEDROOMS X 110 GPD = 330 GPD WITNESSED BY: DAVID STANTON. HEALTH DEPT. SEPTIC TANK: 330 GPD X 2 DAYS = 660 GALLONS PERC NUMBER: 12613 USE EXISTING 1000 GALLON SEPTIC TANK IF IN SOUND STRUCTURAL CONDITION. IF NOT, INSTALL 1500 GALLON SEPTIC TANK (MINIMUM ALLOWED) NO TEST PIT I PAARENOTUMAATERIARL:EPROGLACIRALD OUTWASH DISTRIBUTION BOX: USE 3 OUTLET D-BOX. PERC AT 72 n - 2 MIN/INCH IN C SOILS SOIL ABSORBTION SYSTEM: A 24 FL x 12.5 FL x 2 f t LEACHING GALLERY CAN LEACH ELEVATION Abot. = ( 24 x 12.5 ) = 300 of DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER Asdw = ( 24 + 24 + 12.5 + 12.5 ) x 2 = 146 of 89.10 (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING AtoL = 446 of 0-6 Ap SANDY LOAM 10 YR 4/3 NONE FRIABLE Vt 0.74 x 446 = 330.04 GPD 85.60 6-42 B LOAMY SAND 10 YR 5/6 NONE FRIABLE USE A 24 Ft x 12.5 ft x 2 Ft, GALLERY. Vt = 330.04 GPD > 330 GPD REOUIRED 42-132 C MEDIUM SAND 10 YR 5/4 NONE LOOSE 76.10 NO GROUNDWATER ENCOUNTERED LEA CHI NG GA L L ER Y 1000 GALLON SEPTIC TANK TEST PIT 2 PARENT MATERIAL: PROGLACIAL OUTWASH USE SHOREY PRECAST 500 GALLON NOT TO DIMENSIONS AND DETAIL NOT TO 2 MIN/INCH IN C SOILS LEACHING DRYWELL (H-10 LOADING) SCALE USE EXISTING H-10 UNIT SCALE ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER SEPTIC TANK IS TO BE PUMPED DRY (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING CONSTRUCTION DETAIL AT TIME OF INSTALLATION AND IS TO 69.20 BE EXAMINED FOR STRUCTURAL 0-8 Ap SANDY LOAM 10 YR 4/3 NONE FRIABLE DRYWELL UNIT STONE INTEGRITY. INSTALL NEW PVC OUTLET 85.53 8-44 B LOAMY SAND 10 YR 5/6 NONE FRIABLE 2 4.0 FL TEE EQUIPPED WITH A GAS BAFFLE. m 1 1n N CC) '44-132 C MEDIUM SAND 10 YR 5/4 N C NONE LOOSE �4 4-) TAPER 78.20 � 4- LO ODLn N 1EE111K] 4 N . � 0 � C GROUNDWATER ADJUSTMENT DISTRIBUTION BOX m00 m O EXISTING GROUNDWATER LEVEL DIMENSIONS AND DETAIL USE SHOREY DB-3 H-10 BASED ON TOWN OF BARNSTABLE 3.5 F L 6.5 Ft 6.5 Ft P.5 f t (n GIS DEPARTMENT RECORDS. 24.0 f t 1� INDICATED GW 43.00 INDEX WELL SDW-253 NOT TO ZONE B' SCALE MIN £-61n A READING DATE DEC:. 2009 500 GALLON DRYWELL ti r READING 46.7 O FROM DIMENSIONS AND DETAIL INLET OUTLET r ..' ti`,A,D J U S T M E N T 2.9 TANK TO COVER COVER SAS USE H-10 UNIT 1 :0 f ADJUSTED GW 45.9 O 0 (p INSTALL ONE INSPECTION RISER TO WITHIN THREE — 3 IN DROP 6 to STONE BASE —' INCHES OF FINAL GRADE FLOW LINE CROSS SECTION VIEW AND INDICATE LOCATION BUILDING 10 "' 14 TO ON AS-BUILT PLAN In D-BOX 51n 481n 1 r LIQUID GAS LEVEL BAFFLE T N 0 .E S o0 33 00 1) INSTALLER TO OBTAIN DISPOSAL WORKS PERMIT BEFORE STARTING WORK. a0000000000 00000 In SEPARATION OF INLET AND OUTLET TEES 21 SEPTIC TANK TO BE PUMPED DRY AT TIME OF SYSTEM REPAIR AND CHECKED ��000aoo � 1� SHALL BE NO LESS THAN LIOUID DEPTH FOR STRUCTURAL INTEGRITY. INSTALL PVC OUTLET TEE FITTED WITH GAS BAFFLE. �� G�� CROSS SECTION VIEW 3) ALL COMPONENTS INSTALLED SHALL MEET THE MINIMUM REOUIREMENTS 1021n OF MASSACHUSETTS TITLE 5 SEPTIC CODE (310 CMR 15). 4) INSTALLER TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES BEFORE EXCAVATING FOR SYSTEM. CROSS SECTION VIEW SEWAGE DISPOSAL SYSTEM PLAN 5) EXISTING LEACH PIT TO BE PUMPED. COLLAPSED. AND FILLED. 2 in PEASTONE 2 In PEASTONE 6) ALL STONE TO BE DOUBLE WASHED AND FREE OF IRON. FINES AND DUST IN PLACE. -TO SERVE EXISTING DWELLING 0 0 ' I Q 71 ECO-TECH ENVIRONMENTAL RECOMMENDS THE INSTALLATION OF LOW FLOW FIXTURES 28 314u, TO EFFECTIVE 3/4,- TO 26 PAl_JL_/ \ KEL_L_EHER AND APPLIANCES. AND BIANNUAL PUMPING OF THE SEPTIC TANK. In -1/Z��� DEPTH 1-112i^GRAVEL In 8) SYSTEM IS NOT DESIGNED TO WITHSTAND VEHICULAR LOADING. DO NOT 106 WAKEBY ROAD MARSTONS MILLS. MA r' PARK OR DRIVE VEHICLES OVER SEPTIC SYSTEM. 461n 581n 461n EEO-TECH ENVIRONMENTAL 9) SEPTIC TANKS SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL 150 In STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON TO WHICH INSTALLER MAY SUBSTITUTE AN APPROVED GEOTEXTILE 43 TRIANGLE CIRCLE SANDWICH MA 02563 SIX INCHES OF CRUSHED STONE HAS BEEN PLACED TO MINIMIZE UNEVEN SETTLING. FABRIC IN PLACE OF THE 2 in. PEASTONE LAYER SPECIFIED. ETE-33031 JANUARY 13. 2010 1 1212 CONTOURS / 24fLX12.5fLX2ft EXISTING - - - - - - - 1 \- `e LEACHING GALLERY MINIIMAL GRADING PROPOSED RO�o LOCUS w - �_ H9 WAKEBY RpAD p � a� O> 12-0 N C E Z m 89 qQp - 88 �UJ + Ql \ O woe �w \_� fmtl> O W< '} ��Q TP-2 �\ 9 8 m J CD mm G) I B MARSTONS MILLS. MA /\ \ t , `b 0 \�� LOCUS MAP wa< w / ; / fP-1 NOT TO SCALE °muZ m °w / \ / \�w� m w co ff w�� 4 m � wo LEGEND w O� aoo c is:: :; 0 w U)zz I O�O� j EXISTING ° / 1000 GALLON }0 W a wLLJ , / Q�����J��S BENCH MARK I SEPTIC TANK j wv U 3 = W > 0 4 3_ TOP OF SONOTUBE cn -1w W� U w L, oC5 m I P ep QP ELEVATION = 98.67 I EXISTING ZO « m � of cp < _j CD N <_ / C9J \ L EACH PIT • C7 z cv m< W W w \ BARNSTABLE GIS DATUM I W W w z� m (� v ° / �/ TEST PIT 2 o Q w / \ UTILITY POLECD 6 e �O J w< m / / � � f / D-BOX ❑ LO e z J w o O, < �i ~ � 0 J m / `9� I DECIDUOUS Oo w Q w w Z m `� / Bs2 �� TREE d�12-M e O T_ co m in N S / Wzl�- cn w w LD -0 = �� m a � L� ° �o / 0-LL _ Ow WrCDc-n X w I ! OF (n m U U ~ L�H MgSSq�, OF MASS9 ZO, z_ W z / I ' / moo`' DAVID yGs o`' DAVID cy� lu f- Cn I oD. U 3 z z / W Z / i 4` o COUGHANOWR N D. J z' o w= / I I J SHED ,�� No. 1093 COUGHANOWR tup � zE w W� ff 03 + 0 In c� / G/STER O� CENSE O W > m N m m �� O I / S AR\PN EVA► UP� e WU w w �J�i 1 r G b SEWAGE DISPOSAL SYSTEM PLAN w w z / / /��/� / ��� ���� -TO SERVE EXISTING DWELLING Z �_ I ti J z —� < 7�- ' QQ ,—, _ I LOT 16 0 ` EST. PAIJL A KELLEHER h C CD m < �__ / 40 /8 OWNER OF RECORD 0 z o U __ AREA = 26978 Sf+- J�v �i d 108 WfiKEBY ROAD o i'' � X F A� �� 1995 �� MARSTONS MILLS. MA �- m O_ �_ W � ��� / �n �n�� PROPERTY ADDRESS p + �s W \ 89 O�Wu co \ I2S f f��_- // ASSESSORS MAP 4 3 PARCEL 61 43 TRIANGLE CIRCLE O L FLAN /_ i� EOG / SANDWICH MA 02563 PLAN BOOK 30J PAGE 75 �/�/ F —� / GARBAGE GRINDER LL �� „ z ? A� '� IS NOT ALLOWED 508 364-f�8J4 DATE JANIJARY 13. 2010 � J � N N SCALE: 1 in = 20 F L ENr WITH THIS DESIGN. .J08 #ETE-33D3 PAGE 1 OF 2 VERSION: L�l (n X x e 00 w w w 20 0 20 40 SOLELY/� THIS PLAN IS BASED ON AN INSTRUMENT SURVEY AND IS INTENDED DE ICT DFH°EREON.TFORLANY OTHER CHANGES R INSALATION OF THE °TOSPROP RED SEPTIC Y INCLUDING 0 10 20 l O PLACEMENT OF ADDITIONS. SHEDS. FENCES OR SWIMMING POOLS, OWNER SHOULD CONSULT WITH A MASSACHUSETTS REGISTERED LAND SURVEYOR. SOIL TEST LOG -, DESIGN CALCULATIONS DATE OF TEST: JANUARY 13. 2010 SOIL EVALUATOR: DAVID D. COUGHANOWR. R.S. DESIGN FLOW: 3 BEDROOMS X 110 GPD = 330 GPD WITNESSED BY: DAVID STANTON. HEALTH DEPT. SEPTIC TANK: 330 GPD X 2 DAYS = 660 GALLONS PERC NUMBER: 12813 USE EXISTING 1000 GALLON SEPTIC TANK IF IN SOUND STRUCTURAL CONDITION. IF NOT, INSTALL 1500 GALLON SEPTIC TANK (MINIMUM ALLOWED) NO TEST PIT I PAARENOTUMAATERIANDWATER EPROGLACA LD OUTWASH DISTRIBUTION BOX: USE 3 OUTLET D-BOX. PERC AT 72 n - 2 MIN/INCH IN C SOILS SOIL ABSORBTION SYSTEM: A 24 FL x 12.5 FL x 2 f t LEACHING GALLERY CAN LEACH ELEVATION Abot ( 24 x 12.5 ) = 300 sF DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER Asdw = ( 24 + 24 + 12.5 + 12.5 1 x 2 = 146 sF 89.10 (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING Atot. = 446 sF 0-6 Ap SANDY LOAM 10 YR 4/3 NONE FRIABLE Vt 0.74 x 446 = 330.04 GPD 85.60 6-42 B LOAMY SAND 10 YR 5/6 NONE FRIABLE USE A 24 Ft x 12.5 Ft. x 2 FL GALLERY. Vt = 330.04 GPD > 330 GPD REOUIRED 78.10 42-132 1 C MEDIUM SAND 10 YR 5/4 1 NONE LOOSE TEST PIT 2 NO GROUNDWATER ENCOUNTERED LEA CHIT V G GALLERY 1000 GALLON SEPTIC TANK PARENT MATERIAL: PROGLACIAL OUTWASH USE SHOREY PRECAST 500 GALLON NOT TO DIMENSIONS AND DETAIL NOT TO 2 MIN/INCH IN C SOILS LEACHING DRYWELL (H-10 LOADING) SCALE USE EXISTING H-10 UNIT SCALE ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER SEPTIC TANK IS TO BE PUMPED DRY (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING CONSTRUCTION DETAIL AT TIME OF INSTALLATION AND IS TO 69.20 BE EXAMINED FOR STRUCTURAL 0-6 Ap SANDY LOAM 10 YR 4/3 NONE FRIABLE DRYWELL UNIT STON7 INTEGRITY. INSTALL NEW PVC OUTLET 8-44 B LOAMY SAND 10 YR 5/6 NONE FRIABLE " 24.0 FL TEE EQUIPPED WITH A GAS BAFFLE 85.53 . 44-132 C MEDIUM SAND 10 YR 5/4 NONE LOOSE m 4 1 In 78 20 +j TAPER Q_ GROUNDWATER ADJUSTMENT DISTRIBUTION BOX m� 0 EXISTING GROUNDWATER LEVEL DIMENSIONS AND DETAIL USE SHOREY DB-3 H-10 ' BASED ON TOWN OF BARNSTABLE 3.5 Ft B.5 F't B.5 f t .5 Ft Lo GIS DEPARTMENT RECORDS. 11 24.0 FL ek� INDICATED GW 43.00INDEX WELL SDW-253 SCALE�JOT TOn8 c _- - ZONE e 500 GALLON DRYWELL READING DATE DEC. 2009 —> FROM READING 4B.7 O [ DIMENSIONS AND DETAIL INLET OUTLET TANK TO S COVER COVER ADJUSTMENT 2.9 coSA ADJUSTED GW 45.9 O Q USE H-10 UNIT INSTALL ONE INSPECTION 6 1n STONE BASE RISER TO WITHIN THREE _� 3 IN DROP —' INCHES OF FINAL GRADE _FLOW LINE AND INDICATE LOCATION FROM 10 In _ 14 TO 155 !r, 1 CROSS SECTION VIEW ON AS-BUILT PLAN BUILDING to D-BOX 48 in LIOUID GAS,-- LEVEL BAFFLE N O TES. 0 33 0 00 1) INSTALLER TO OBTAIN DISPOSAL WORKS PERMIT BEFORE STARTING WORK. o000 Cc-000000 SEPARATION OF INLET AND OUTLET TEES 2) SEPTIC TANK TO BE PUMPED DRY AT TIME OF SYSTEM REPAIR AND CHECKED �000000 04 i� SHALL BE NO LESS THAN LIQUID DEPTH FOR STRUCTURAL INTEGRITY. INSTALL PVC OUTLET TEE FITTED WITH GAS BAFFLE. �g 3) ALL COMPONENTS INSTALLED SHALL MEET THE MINIMUM REQUIREMENTS 1 az 1 n CROSS SECTION VIEW OF MASSACHUSETTS TITLE 5 SEPTIC CODE (310 CMR 15). 4) INSTALLER TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES BEFORE EXCAVATING FOR SYSTEM. CROSS SECTION VIEW SEWAGE DISPOSAL SYSTEM PLAN 5) EXISTING LEACH PIT TO BE PUMPED, COLLAPSED. AND FILLED. 2 in PEASTONE 2 in PEASTONE 6) ALL STONE TO BE DOUBLE WASHED AND FREE OF IRON. FINES AND DUST IN PLACE. -TO SERVE EXISTING DWELLING 0 0 71 ECO-TECH ENVIRONMENTAL RECOMMENDS THE INSTALLATION OF LOW FLOW FIXTURES 28 �4,,ro EFFECTIVE 314,,, To 26 P/�UL/� KELLEHER AND APPLIANCES. AND BIANNUAL PUMPING OF THE SEPTIC TANK. In -I/��n�RA� DEPTH 1-v2,,cAVEL In 8) SYSTEM IS NOT DESIGNED TO WITHSTAND VEHICULAR LOADING. DO NOT 108 WAKEBY ROAD MARSTONS MILLS. MA PARK OR DRIVE VEHICLES OVER SEPTIC SYSTEM. 46 In 58 In 46 in ECO-TECH ENVIRONMENTAL 9) SEPTIC TANKS SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL 150 in STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON TO WHICH INSTALLER MAY SUBSTITUTE AN APPROVED GEOTEXTILE 43 TRIANGLE CIRCLE SANDWICH MA 02563 SIX INCHES OF CRUSHED STONE HAS BEEN PLACED TO MINIMIZE UNEVEN SETTLING. FABRIC IN PLACE OF THE 2 in. PEASTONE LAYER SPECIFIED. ETE-33031 JANUARY 13. 2010 1 1212 '