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HomeMy WebLinkAbout0273 SKUNKNET ROAD - Health 273 Skunknet Road Centerville A= 170-255 TOWN OF BARNSTABLE LOCATION v7?3 1 '1<v,�Knr4 SEWAGE# ??06>'9 0°/ VILLAGE ['fin Ivc +IIQ ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. lri-i •C • Ro4ms,, SGPhi Srwee 7 SEPTIC TANK CAPACITY 1000 LEACHING FACILITY:(type) ?Y SZ7,3 Of /h (size) �Y NO. OF BEDROOMS .3 - OWNER r,MIS PERMIT DATE: 3 3 1 D COMPLIANCE DATE: S/ 07 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility j 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 L• aching Facility(if any wetlands exist within 300 feet of leaching facility). feet FURNISHED BY TAMe o �� 3-rs /s'� A,as o? d �•goy 13a3= 3 F—Zol ;2 ti No. 00 — Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: 3 Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Application for �Digont �&p!gtem Cou5tructiou permit Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No. + l Owner's Name,Address,and Tel.No. ��6 Yp Assessor's Map/Parcel y-4A— �l I Installer's Name,Address,and Tel.No b— � Designer's Name,Address and Tel.No. '��� O�a1�S Cjr S e,PA,C, bD--T, (_� - Type of Building: Dwelling No.of Bedrooms �� Lot Size sq. ft. Garbage Grinder (op Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 3�o 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 Alterat'ons(Answer when applicable) 15"f n , o nke� a nS C�- 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 Zbythis Board of alth.Signe Date ' Application Approved by ` Date 's d2 3'C� Application Disapproved by: ' Date for the following reasons Permit No. ;L00 9 — ;L001 Date Issued _ 2-3,d ———————————————————————————————— No. .�` f` Fee l � THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS pplication for �hgponl �&p!tem Con5tructiun permit Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) ❑.Complete System ❑Individual Components Lo alion-A dress or of No. - O,,e�ss N�e,eddres, and T I.No. ��33�• 1� T 1�t.d cn-i�N I �.. 1�(,,.�,, ,�-�p �y( i Assessor's Map/Parcel 1-70 0 S� 73 S t✓n� /C'Q" ' "-'U " e t L InstalleLs,Nar}�e,Address,and Tel.No`�b S D "gner's Nam ddre sand Tel.No. � C I�C��'Jl n CJr s�' �-- p— �Ac m CD J t 8�I. � 'ViL 3 i 1 Coyc�1e- t -de Type of Building: Dwelling No.of Bedrooms 13 Lot Size sq. ft. Garbage Grinder (� Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures 2 2 Design Flow(min.required) J� gpd Design flow provided Lf 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 applicab� �5 `�'�-� a- ��: 1 L- Date last inspected: ?. Agreement: The undersigned agrees to ensure the construct on and maintenance of the afore described on-site sewage disposal system in . accordance with the provisions of Title",5,of theErivironrienta Code and not to place the system in operation until a Certificate of 'Compliance has been issued by this.Bo�ardl of alth Signed. ' Date Application Approved by ` Date Application Disapproved by: `�a Date for the following reasons.\ Permit No. �-00 ;L 1 1 Date Issued S z3-O THE COMMONWEALTH OF MASSACHUSETTS t BARNSTABLE, MASSACHUSETTS i Certificate Of Compliance ` .TH19 I5 TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( l�) Upgraded ( ) Abandoned(1 ).�b/y.W�rM �C� (_0( 0t�S� S�- C-- at �� Wo )C� U 1 LU has been c nstructeod' accordance with the provisions o Title 5 and the for Disposal System Construction Permit No. aC70 a dated b Installer biri�ad"n Designer :i:� 7 ea,/, #Nedrooms 3 Approved design flow 30 gpd 'The'issuance of this permit shall not be cons rued as a guarantee that the system will funct on�dbsigned. Date � Inspector --------------------------------------------- No. D Fee"y /00. THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS 1=i.5po!5al 4p!5tem CowAructi>on Permit Permission is hereby granted tg_C;�ufct`( n) sRep it X) Upgrade ( )i 'Abandon ( ) System located at �J' S l - L I � and as described in the above Application for Disposal System Construction Permit.The&- tr"re-c'bignizes his/her duty ' to comply with Title 5 and the following local provisions or special conditions. . Provided: Construction must b 'completed within three years of the date of this-pe it. Approved b Date �-3 'O Y U /0 Town of Barnstable Regulatory Services • y Thomas F. der,Director aaMIsrABM V, A ' .,0$ Public Health Division 1639. Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Dater 8 Sewage Permit f f J_� � Assessor's MaplParcei I7� aS S Designer: C0 —�� Installer: �DM Address: 1 l �� ��� � Address: �0U?� \� On �'- S `b tiid� C a`nsu� was issued a pem3it to install a (date) (installer) septic sy tem at a�3 ���l��k , Cent o i liAsed on a design drawn by (address) dated (designer) J, cI 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 1 Q' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but-in accordance-with-State &Local Regulations_ Plain revision of certified as-built by designer to follo-vv. N OF kf,4 moo`' DAVID (Installer's Signature) COUGHANOWR N r No. 1093 ,. EREO G/ST SgNITAR�PN (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO B-ARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT .BE ISSUED UN-M BOTH THIS FORRI AND AS-BUILT CARD- ARE RECEIVED BY THE BARNSTABLE PUBLIC BEALTH DIVISION. THANK YOU. Q:Health/SeptidDesigner Certification Form 3-26-04.doc J Town of Barnstable P# 2, 1 Departinent of Regulatory Services „,MO.BM : Public Health Division Date `��/ 71 200 Main Street,Hyannis MA 02601 Date Scheduled l a y --6- 2_0d, Time (t 11 M Fee Pd. O .0 a Soil Suitability Assessment for Sewage Disposal Performed By: t)4V 1 b 0, 6006 til)W tN t LSE Witnessed By: bw 4t c) _LOCATION& GENERAL INFORMATION Location Address 1 Owner's Name ti'Z73 SKvrlkvle+ i�i` t-rra �gh�ile �Ivers " ✓V I I J- - Address Z7 3 Sic v ti k Ke1 RDg4 Assessors Map/Parcel: -�,i'7© r Z 5� Engineer's Name �)a Ul _l G iloqw0Wr,- NEW CONSTRUCTION REPAIR Telephone Land Use Slopes(%) Surface Stones �6 Distances from: Open Water Body 1 00 t ft Possible Wet Area Lo O r ft Drinking Water WellA00 t ft Drainage Way ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) 16,p;.-�w % red TP Z -- i \� GROUNDWATER ADJUSTMENT l` EXISTING GROUNDWATER LEVEL BASED ON TOWN OF BARNSTABLE �\ �Q i GIS DEPARTMENT RECORDS. ` INDICATED GW 34.0 INDEX WELL SDW-252 ZONE D 6 Q �f �. EADING DATE APRIL. 2007 �`\ / `� READING 46.9 —ADJUSTMENT 2.5 / ''ADJUSTED GW 36 5 Parent material(geologic) i �� qC q v vT5 Depth to Bedrock Y r'0 r Depth to Groundwater. Standing Water in Hole: Yy o 0 . Weeping from Pit Face Estimated Seasonal High Groundwater See _1�0 V P DETERIINATION FOR SEASONAL HIGH WATER TABLE Method Used: Se g G D V e Depth Observed standing in obs.hole: __ _- in, Depth to soil mottles: Depth to weeping from side of obs.hole: in, Groundwater Adjustment ft. Index Well# Reading Date: Index Well level,�,s,,,�p Adj,factor,,,..m, Adj.0roundwater bevel,,, -PERCOLATION TEST Date 5'610's nme ►i r4M Observation Hole Hole# � "C'ime at 4" Depth of Perc D Time at&' Start Pre-soak Mine @ =�� 'Time(9"-6") End Pre-soak Rate MinJlnch Site Suitability Assessment: Site Passed 1✓ Site Failed: Additional Testing Needed(Y/N) 1� 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:ISEPTICIPERCFORM.DOC S 0 I TEST L O G DATE OF TEST: MAY B.D. CO W APPROVED SOIL EVALUATOR: DAVID D. COUGHANOR. #461 WITNESSED BY: DONALD DESMARAIS. HEALTH DEPT. PERC NUMBER: 12191 TEST PIT PAARENOTUMAATERIAL:EPROGLACIR I ED AL OUTWASH PERC AT 70 in — 2 MIN/INCH IN C SOILS ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER 57.50 (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING ' 0-3 0 WOOD LOAM 10 YR 2/2 NONE FRIABLE 3-5 E LOAMY SAND 10 YR 4/1 NONE FRIABLE 5-12 A LOAMY SAND 10 YR 3/4 NONE FRIABLE 54.67 12-34 B LOAMY SAND 10 YR 4/6 NONE LOOSE 46.50 34-132 C MEDUIM SAND 10 YR 6/4 NONE LOOSE NO NDWATE NCOUNTE TEST PIT 2 PAARENOTUMAATERIA EPROGLACA LED OUTWASH i 2 MIN/INCH IN C SOILS ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING 57.55 f 0-4 0 WOOD LOAM 10 YR 2/2 NONE FRIABLE 4-6 E LOAMY SAND 10 YR 4/1 NONE FRIABLE 6-12 A LOAMY SAND 10 YR 3/4 NONE FRIABLE 54.55 12-36 B LOAMY SAND 10 YR 4/6 NONE LOOSE 45.55 36-144 C MEDUIM SAND 10 YR 6/4 NONE LOOSE 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) J DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. , Consistency, ra III Flood Insurance Rate Map: Above 500 year flood boundary No— Yes 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 perviou material exist in all areas observed throughout the area proposed for the soil absorption system? y,e If not,'what is the depth of naturally occurring pervious material? Certification ��V � �S , 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 with the required training,expertise and experience described in 310 CMR 15.017. , zH OF MgSsq �d G MA �d� 2000 ° DAVID Signature �'".` �n 1 Date y U D. COUGHANOWR N /CENSEO Q:\SEPTIGIPERCFORM.DOC /C F VA L U P-�o 2 TOWN OF BARNSTABLE LOCATION l-.o� '`X��; ���:ti\�r� `� SEWAGE # �c c5r,, ` VILLAGE C ASSESSOR'S MAP & LOT`"` - �' INSTALLER'S NAME PHONE NO.\4 . CAL e -;V \ 4— SEPTIC TANK CAPACITY 100 0 o, . LEACHING FACILITY:(type) Leo-c\r `�`� (size) 020 ced 1 (J NO. OF BEDROOMS PRIVATE WELL O UBLIC WATE l< BUILDER OR OWNER L e-4j DATE PERMIT ISSUED: t tje DATE .COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No K .� �y _ 1 �G�� � O ��' , � ��c �i, �, � � � \tea` It?" �� y2.� °��� CONTOURS �a �pFNSMlT MINIMAL GRADING PROPOSED �i iZn / ♦♦ �' po o�'��js I v W i, s \ r> LOCUS �?a 24 ft x125FL x2FL I ♦ _ ° Z °uW LEACHING GALLERY 5� ♦ N �� � HQJ t0 \ \ O90 �J ow< m J 0 mm m i B-P ♦♦ CENTERVILLE. MA u-j / C1 /�16-P U� �,, � £�: o LOCUS MAP W>< ;.:::;.,;: J ,3Am/ 0 12-P \ ♦� BENCH MARK NOT TO SCALE zw / 1s-o \ \ PK NAIL IN DRIVEWAY t= W^ >„ ; ; LQ ti TP-2 T v ♦ ELEVATION = LEGEND .� a.:.::aa:+:::. jj 4 TP-1 o W o '`'1'''''''`•'' of wo / Itim titi 0,0L_ \ —� ♦ BARNSTABLE GIS DATUM d F oZ JUz°D �J z 3 w o� /'' �b12-o / \TEL FINE \ ♦ EXISTING 1000 GALLON � o \ U3 = W ; zo 4 w_ �� / C \ /\ SEPTIC TANK J W w)- �--� J u' oop o00 / 1 � � `♦ EXISTING LEACH z _j LL �x < N <z C160 12-0 \ s� 'p�y /� \\ c�z c�v `` O W W w ♦ Q � �� '90 C� PIT/CESSPOOL \ W w Z cn J v o ♦ C7 � 15-o O LDS`], O,I, 58 UTILITY POLE $ Luxo PAVED : o lJi1 zof = N }, ; N F ono O Cbb l0-O c� �o ;: ♦♦ o,�{��O C DRIVEWAY TEST PIT ® D-BOX ❑ Lo O GAS LINE e Z JCDu9�'O.I, DECIDUOUS CONIFEROUS w w o J X � ♦♦ x� \ WATER LINE TREE qo TREE li W e Q m ni I \ ♦ C7�U 12-M \12-P e Z //y-y�� N \ :oD 'C ---�y/1�� O O ❑ W �rj \ �� �/��� ♦ -NUMBER REFERS TO DIAMETER IN W ZI W �lL IO U ��!; / / ��♦ \ INCHES. LETTER DENOTES TYPE. ti U O vA '� 58 \ O-OAK M-MAPLE P-PINE C-CEDAR �W z Z W W uj ` o00 / \ (n OL W X O T F�oz C 60 12-0 op J Ul F U 1f OZ Z W? 57\ RPl} i� W H u)m \ d 12-0 e o 3 Z z ♦ P /�� F,j1/ (9 Z t 0 GARBAGE GRINDER WO OF z� \ LOT 18 i� >>6? IS NOT ALLOWED uj in W 3 - Z m DISTANCES - � WITH THIS DESIGN. o X TO LEACHING GALLERY \ AREA 1��41 f J X U w ALL DISTANCES ARE IN DECIMAL J W to ! / PLAN w FEET NOT IN FEET AND INCHES. � j W Z A B 2 ; ice! SCALE: 1 In = 20 f t cj®o ��� SEWAGE DISPOSAL SYSTEM PLAN z IQ _j Q Z 1 29.5 27.4 / I 20 0 z0 40 ®y -TO SERVE EXISTING DWELLING \WLL z J Q 2 41.0 34.6 ' \o EST. FRED AND JANINE RIVERS h Q Q ►-� J ~ 3 39.9 24.6 3 0 10 20 OWNERS OF RECORD 0 O °m `Z 4 26.0 12.1 0 z ° _j Cn CO U d 273 SKUNKNET ROAD o ° I F-- 4 1995 �' of ry m X SNO T TOCALE B ���jNOFMASS9ti �t"oFMls !! CENTERVILLE. MA + �s W w A �� DAVID OGs o`' DAVIC� 9yG ORI1��� PROPERTY ADDRESS zW .--i � 4 D. o D. n,+ ASSESSORS MAP 170 PARCEL 255 O ` COUGHANOWR �„ 43 TRIANGLE CIRCLE 3 No: 1093 COUGHANOWR SANDWICH MA 02563 PLAN BOOK 403 PAGE 27 01 0 �' z ? �� �° S 4/CENSE° Iz- 508 364-0894 DATE: MAY 17. 2008. J W N Ln x JOB #E T E-2 916 PAGE 1 OF 2 VERSION: w w w it THIS PLAN IS BASED ON AN INSTRUMENT SURVEY AND IS INTENDED j (LOA SOLELY FOR INSTALLATION OF THE PROPOSED SEPTIC SYSTEM aa DEPICTED HEREON. FOR ANY OTHER CHANGES TO PROPERTY INCLUDING May � ?, 2Vr� � PLACEMENT OF ADDITIONS. SHEDS. FENCES OR SWIMMING POOLS. OWNER SHOULD CONSULT WITH A MASSACHUSETTS REGISTERED LAND SURVEYOR. 1 SOIL TEST O G DATE OF TEST: MAY 8. 2006 APROVED WITNESSED) BY VALUATOR: DAVIDONALD DESMAR ISO HEALTHD. COUGHANWR. ) DEPT. DESIGN C A L C U L A T I O N S PERC NUMBER: 12191 1 DESIGN FLOW: 3 BEDROOMS X 110 GPD = 330 GPD TEST PIT 1 NO GROUNDDWATER ENCOUNTER OUTWASH SEPTIC TANK: 330 GPD X 2 DAYS = 660 GALLONS PERC PARENT �0 to - 2 MIN/INCH IN C SOILS USE EXISTING 1000 GALLON SEPTIC TANK IF IN SOUND STRUCTURAL CONDITION. IF NOT, INSTALL 1500 GALLON SEPTIC TANK (MINIMUM ALLOWED) ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER DISTRIBUTION BOX: USE 3 OUTLET D-BOX. 57.50 (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING SOIL ABSORBTION SYSTEM: A 24 Ft- x 12.5 fE x 2 Ft LEACHING GALLERY CAN LEACH 0-3 O WOOD LOAM 10 YR 2/2 NONE FRIABLE A b o E = ( 24 x 12.5 ) = 300 s f 3-5 E LOAMY SAND 10 YR 4/1 NONE FRIABLE A = ( 24 24 12.5 12.5 ) x 2 = 146 sf AEoE = 446 sf 5-12 A LOAMY SAND 10 YR 3/4 NONE FRIABLE Vt 0.74 x 446 = 330.04 GPD 54.67 12-34 B LOAMY SAND 10 YR 4/6 NONE LOOSE USE A 24 Ft- x 12.5 fE x 2 Ft GALLERY. Vt = 330.04 GPD > 330 GPD REOUIRED 46.50 34-132 C MEDUIM SAND 10 YR 6/4 NONE LOOSE TEST PIT 2 NO GROUNDWATER ENCOUNTERED L EA CHI NG GA L L ER Y 1000 GPI LLON SEPTIC TAW PARENT MATERIAL: PROGLACIAL OUTWASH USE SHOREY PRECAST 500 GALLON NOT TO DIMENSIONS AND DETAIL NOT 2 MIN/INCH IN C SOILS LEACHING DRYWELL (H-10 LOADING) SCALE USE EXISTING H-10 CNVIT SCALE TO PED ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER CONSTRUCTION DETAIL SEPTIC OF INS ALLBATIONMAND IS TO(INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING 57.55 DRYWELL UNIT BE EXAMINED FOR STRUCTURAL 0-4 O WOOD LOAM 10 YR 2/2 NONE FRIABLE STON INTEGRITY.'INSTALL NEW PVC OUTLET 24.0 Ft TEE EOUIPPED WITH A GAS BAFFLE. 4-6 E LOAMY SAND 10 YR 4/1 NONE FRIABLE m 1 1n 6-12 A LOAMY SAND 10 YR 3/4 NONE FRIABLE 41 TAPER 54.55 12-36 B LOAMY SAND 10 YR 4/6 NONE LOOSE 36-144 C MEDUIM SAND 10 YR 6/4 NONE LOOSE N ` cv 45.55 m p Cp c GROUNDWATER ADJUSTMENT 3.5 F7 66.5 ft B755 t t .5 FE (n EXISTING GROUNDWATER LEVEL 2 4.0 ft BASED ON TOWN OF BARNSTABLE GIS DEPARTMENT RECORDS. 6 Ft-6 1r7 A ck' - INDICATED GW 34.0 500 GALLON DRYWELL INDEX WELL SDW-252 DIMENSIONS AND DETAIL INLET OUTLET ZONE D COVER COVER READING DATE A P R I L. 2007 USE H-10 UNIT ;, i.:;<k: : , .:, ,,,;.;.;,;,;,.,,.,,.•, ,,<..,, , READING 46.9 INSTALL ONE INSPECTION 3 IN DROP RISER TO WITHIN THREE FLOW LINE —� — ADJUSTED GW 36.5 INCHES OF FINAL GRADE - ADJUSTMENT 2.5 AND INDICATE LOCATION FROM 101, 14 TO ON AS-BUILT PLAN BUILDING 1n D-SOX 48 1n LIQUID GAS LEVEL BAFFLE NOTES p33 00 1) INSTALLER TO OBTAIN DISPOSAL WORKS PERMIT BEFORE STARTING WORK. ao�000�000� �pppp 1n oa000a000 pp CROSS SECTION VIEW 2) SEPTIC TANK TO BE PUMPED DRY AT TIME OF SYSTEM REPAIR AND CHECKED vo FOR STRUCTURAL INTEGRITY. INSTALL PVC OUTLET TEE FITTED WITH GAS BAFFLE. IO2 5g 3) ALL COMPONENTS INSTALLED SHALL MEET THE MINIMUM REOUIREMENTS OF MASSACHUSETTS TITLE 5 SEPTIC CODE (310 CMR 15). 4) INSTALLER TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES CROSS SECTION VIEW BEFORE EXCAVATING FOR SYSTEM. - SEWAGE DISPOSAL SYSTEM PLAN 5) EXISTING LEACH PIT TO BE PUMPED AND FILLED OR REMOVED. 2 in PEASTONE 2 to PEASTONE 6) ALL STONE TO BE DOUBLE WASHED AND FREE OF IRON. FINES AND DUST. IN PLACE. -TO SERVE EXISTING DWELLING 2$ 3/4 in TO 2EFFECTIVE 4 in TO 26 Z) ECO-TECH ENVIRONMENTAL RECOMMENDS THE INSTALLATION OF LOW FLOW,"FIXTURES 1n -vzpeAVEL oEPTH 1-112,,GRAVEL 1n FRED RIVERS ET PALS. AND APPLIANCES. AND BIANNUAL PUMPING OF THE SEPTIC;,TANK. 8) SYSTEM IS NOT DESIGNED TO WITHSTAND VEHICULAR LOADING. DO NOT 273 SKUNKNET ROAD CENTERVILLE. MA PARK OR DRIVE VEHICLES OVER SEPTIC SYSTEM. ; 46 1n 58 1n 46 1n 1n 9) SEPTIC TANKS SHALL BE INSTALLED LEVEL AND "TRUE TO GRADE ON, 150 ECO-TECH ENVIRONMENTAL INSTAL'A LEVEL_ . STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON TO WHICH FABRIC LINRPLACE OF THE 2 i MAY SUBSTITUTE nPEASRO°NE LAYEER SPECFIED. 43 TRIANGLE CIRCLE SANDWICH MA 02563 SIX INCHES OF CRUSHED STONE HAS BEEN PLACED TO MINIMIZE UNEVEN; SETTLING. ETE-2918 MAY 17, 2008 12121