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HomeMy WebLinkAbout0108 NORTH PRECINCT ROAD - Health 108 North Precinct Road Marstons Mills A= 148-127 I Town of Barnstable P# �` 5 Department.of Regulatory Services : .,M OUBM : Public Health Division Date T 619. 200 Main Street,Hyannis MA 02601 Date Scheduled i1 h P - Time f( Fee Pd.�� Soil Suitability Assessment for Sewage Dispo l . Performed By: 0 yl, p' coue-M/�W&412, P,s Witnessed By: V LOCATION& GENERAL INFORMATION Location Address (01 �Jort� P Me-i ACT PDa 0{ Owner's Name RE A E k i <K LL t✓1 s c__AC� A�L Address 10$ C� UPlLe;h�t R4 Assessor's Map/Parcel.• 1`1/ (2_7 Engineer's Name I / Owl L) NEW CONSTRUCTION REPAIR V Telephone# Land Use 1'�Sk �� [ Slopes(%) Surface Stones 14 D 11 e Distances from: 'Open Water Body to a t ft Possible Wet Area (0 0+ ft Drinking Water Well 00 ft Drainage Way ('oo-t 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) � I I I I I / , I GROUNDWATER ADJUSTMENT IR � I ( EXISTING GROUNDWATER LEVEL OBSERVED IN TEST PIT 2 I OBSERVED GW 33.60 INDEX WELL SDW-253 ZONE C READING DATE OCTOBER, 2006 ' J j READING 48.1 ADJUSTMENT 3.1 P i ADJUSTED GW 36.70 NORTH PRECINCT ROAD Parent material(geologic)- �� �� OV Depth to Bedrock P Depth to Groundwater. Standing Water in Hole: `Z© )h 67'p-)J Weeping from Pit Face Estimated Seasonal High Groundwater see o hov-e DETERMINATION FOR SEASONAL HIGH WATER TABLE '��'� Method Used: 50e iftlVe' Depth Observed standing in obs.hole: ___ 1a. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in: Groundwater Adjustment f[. Index Well# Reading Date: Index Well level— Adj,factor— Adj.Groundwater Level,, PERCOLATION TEST Dste L_Y- tY Tints��A M- - Observation J Hole# � Time at 9" ,,,�/r�. Depth of Perc I h Time at&' Vl Start Pre-soak Time® t o l oo — Time(9"-6") End Pre-soak e� Rate MinJWch Site Suitability Assessment: Site Passed V Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100'of wetland,you must first notify the. Barnstable Conseirvation Division at least one(1)week prior to beginning. Q:\SEPTICVERCFORM.DOC GROUNDWATER ENCOUNTERED AT 92 in TEST PIT I PARENT MATERIAL: PROGLACIAL OUTWASH ELEVATION = 41.25 +- PERC AT 56 in 2 MIN/INCH IN C SOILS DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER (INCHES) HORIZON TEXTURE (MUNSELLI MOTTLING 141.25 0-6 FILL 6-6 O LOAMY SAND 10 YR 2/1 NONE FRIABLE 8-12 A LOAMY SAND 7.5 YR 3/4 NONE FRIABLE 38.42 12-34 B LOAMY SAND 10 YR 4/6 NONE FRIABLE OBS GW 33.56 — 34-120 C MEDIUM SAND 10 YR 6/4 NONE LOOSE 31.25 � 90 in TEST PIT 2 PARENTTWATER MATERIAL: PROG ENCOUNTELACIALT OUTWASH ELEVATION = 41.10 +- 2 MIN/INCH IN C SOILS DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING 41.10 0-8 FILL 8-10 O LOAMY SAND 10 YR 2/2 NONE FRIABLE I M 10-14 A LOAMY SAND 7.5 YR 3/4 NONE FRIABLE 38.75 14-30 B LOAMY SAND 10 YR 4/6 NONE FRIABLE - OBS GW 33.60 — 30-126 C MEDIUM SAND 10 YR 6/4 NONE LOOSE 30.60 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsi ten Flood Insurance Rate Mau: / Above 500 year flood boundary No_ Yes Within 500 year boundary No Z Yes Within looyear flood boundary No Yes Depth of Naturall ervious Material Does at least fou curring pervious material.exist in all areas observed throughout the area proposed so �, stem? — If not,what is epth of)natural -, uning pervious material? COUGHANOWR `n Certification I certify that on ��9 ° )I have passed the soil evaluator examination approved by the Department of E "WACab➢P tion and that the above analysis was performed by me consistent with . the required training, x arc and experience described in 310 CMR 15.017. Date N1sv 26i `�/DG Signature Q.WEPTICIPERCFORM.DOC f AE COMMONWEALTH OF MASSACHbSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Zipplication for Mioogal 46paem Comaruchott Verna Application for a Permit to Construct( ) Repair K) Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. 4 2 0—0 7 5 8 108 N. Precinct Rd, Fred Lewis Assessor'sMap/Parcel 148/127 108 N Precinct Rd, Centerville Installer's Name,Address,and Tel.No. 7 7 5—8 7 7( Designer's Name,Address and Tel.No. 3 6 4—0 8 9 4 Wm E Robinson Sr Septic Eco—Tech Type of Building: Dwelling No.of Bedrooms 3 I,ot Size sq.ft. Garbage GrindePp ) 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) Install a new Title 5 leach system to plans of Eco—Tech, #ETE-2491 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 Hea 4Y Signe Date 42 :,.. „sApplicationApproved by_ Date ,Aa :<w:ApplicationDisapproved by: -Date for'•the following reasons Permit No. rD=©O to Date Issued /c-5 Grp Cy c�a No. Fwej 00 .00 � TH'E"COMONWEALTH OF MASSACH�JSETTS' Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZtppYic tiou for-Oigpogat 6p!5tem 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. 4 2 0—0 7 5 8 - 108 N. Precinct Rd, GeRt-ervi-fie- Fred Lewis Assessor'sMap/Parcel 148/127 /v(� 108/fir,-,P3*,pcinct Rd, Centerville Installer's Name,Address,and Tel.No. 7 7 5—8 7 7 6 Designer's Name,Address and Tel.No. 3 6 4—0 8 9 4 Wm E Robinson Sr Septic Eco-Tech Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grindeilp ) 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) Install a new Title 5 leach system to plans of Eco-Tech, #ETE-2491 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 an_d not to place the system in operation until a Certificate_ of Compliance has been issued by this Board of Health' Signe Date /02 r C� Application Approved by Date Application Disapproved by: Date for the following reasons Permit No. ='100(p � Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS r Lewis ) (Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired (X ) Upgraded ( ) Abandoned( )by Wm E Robinson Sr Septic Service at 108 N. Precinct Rd, Centerville has been constructed in accordance ` A with the provisions )cons of Title 5 and the for Disposal System Construction Permit No. , (o6 — 5/ � dated ��/�6 Installer 1K.0 c` Jr1 Designer #bedrooms Approved design flow �j ''j D gpd The issuance of this permit 7)o not bbeco�nstrued as a guarantee that the system will function as dew siged. Date / c`/ Inspector +\ No. , )m fn 1100.00 THE COMMONWEALTH OF MASSACHUSETTS LewiPUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS r - �Digogat �§p5tem Cou5truction Permit Permission is hereby granted to Construct ( ) Repair ( X) Upgrade ( ) Abandon ( ) System located at 108 N. Precinct Rd, Centerville and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty -,.,-to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the d rte of th s�pe Date ���c (D �ln Approved'by r Town of Barnstable Regulatory.Services } Thomas F Geiler,.Director BARNSrws Public Health Division„ �Op x639 `� Thomas McKean,_Director 200 Main.Street,Hyannis,MA 02601. Office: 508-8624644. Fax: 508-790-6304 Installer&Designer Certification Form Date: J � l� .�Q 9 _ e,wage Permit# -9("3 Assessor's MaplParcel 1 4 8/1 2 7 Designer: Ecc-T ch Installer: Wm 'E Robinson Sr Septic ;Address: 41 Tri anal e Circle Address: PO Box 1 089 Gandwir-h Centerville On �'(_ ` , Wm .E Robinson Sr Se ti p vas issued a permit to:install a date) (installer) septic system:at 1 08 N Precinct Rd, Centervill a used on design drawn by ddres s (a ) Eco-Tech dat _ . 11 -30-06 (designer). I certify that the septic.system referenced above was installed substantially according # ll to th e design, which may include minor approved changes,such.as lateral relocation of A the r 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 m accordance with State_&Local Regulations: Plazirevision or certified as-built by designer to follow. tH OF C t� .✓�- y DAVID D. (Installer's Signature) COIGHAW. co No. 1093 94M rAW (Designer's Signature). (Affix Designer s Stamp Here) PLEASE :.RETURN. TO BAR STABLE PUBLIC HEALTH DIVISION. . CERTIFICATE OF. is COMPLIANCE_WII T..NOT BE ISSUED UNTIL BOTH THIS FORIM AND AS BUILT CARD ARE 1: RECEIVED BY THE BARNTSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Fonn 3=26-04.doc 00 Z - BUOYANCY 'CALCULA IONS ~ _ A . B C . R " �DIS T�1 NOES -- ��Y . - CONTOURS RAG a u _ 1000 GALLON 1000 GALLON 1 .25.5 16.5 LOCUS G 0 < SEPTIC TANK PUMP CHAMBER TO PUMP CHAMBER AND 00 0<< 2 32.8 14.8 _ 41 EXISTING - - - - - - - 50 RECINCT N w<3 -USE SHOREY MFG INC. P omW �ZOZ ST-1000 3 49.7 28.3 61.9 LEACING FIELD �'�� FINAL 50 NDFR 7Q)D ADJUSTED SEASONAL ADJUSTED SEASONAL ALL-DISTANCES ARE i/ ROAD O 00� - o<o HIGH GROUNDWATER-36.70 HIGH GROUNDWATER-36.70 4 67.1 46.0 77.9 F Z A 1 ow0 IN DECIMAL FEET NOT \ 1 V W mNN 0 «c� BOTTOM OF TANK=35.50 BOTTOM OF CHAMBER=35.20 5 66.5 55.0 90.9 t Q� L9u � DEPTH OF WATER DEPTH OF WATER KIN FEET AND INCHES. /i!, / \ PRECINCT m Q = DISPLACED-1.20 Ft DISPLACED-1.50 Ft r- N INTERIOR DIMENSIONS OF INTERIOR DIMENSIONS OF ROAD o - 1, U O N lL SEPTIC TANK=B Ft x 4.35 Ft PUMP CHAMBER-8 Ft x 4.35 Ft �� DO <t (p a x 4.35 x 1.20- 41.76-Ft a 4.35x1.50-52.20cu Ft _ / / \ GRAM M 41.76- Ft . 7.48-312.36 gel 52.20 cu Ft x 7.48-390.46 gel t \ 42 TIN 312.36 x 8 1b/gel =2499•' 390.46 x B 1b/gel -3124 093 �' 41 42 / Np7VE 1000 gel SEPTIC TANK 1000 gel PUMP CHAMBER '13�' �� DRI SPECIFIED WEIGHS 6240 SPECIFIED WEIGHS 6240 e / CENTERVILLE. MA CO W Z TANK WILL NOT FLOAT CHAMBER WILL NOT FLOAT TP-2 \ �o 0 39 t \ 25 FL X 18 FL FOCUS MAP LEACHING FIELD occo _ �rn 5 NOT TO SCALE W N N U _1 ti �� \ SOIL REMOVAL INSTALL INSPECTION PORT } Q W Q N 30.00 f L �� AREA CONSISTING OF PERFORATED <0 O W - 4 in PVC PIPE PLACED iv ~ J i -1 f'b VERTICALLY DOWN INTO \ { 25 STONE TO SOIL BELOW. CAP "z r� PORT WITH SCREW TYPE CAP N� \ 4 ACCESSIBLE WITHIN 3 to OF D T 9 1 43 FINAL GRADE. INDICATE p 1 3 I \ LOCATION ON AS BUILT. xo m RED = 20183 s f F� 0 V o ° A 2�3 LEGEND *15-0 Lu c o Q �V O 0 e \ EXISTING CD(f)m \ / O � EXISTING \ 1000 SEPTIC TANK o O /� _ � LEACHING \ =W N \ / lvl O ��� s H GALLERY \ 1000 PUMPGCHAMBER A` � / \ 3 m 39\ /, , �� 0 P �- \ H-20 D-BOXry ❑ O m `V�y, O` Z� \ TEST PIT J V- \ CO W U O- \ TREE // wz Z m m C 18 O -NUMBER REFERS TO W LL m [) O �\ \ DIAMETER IN INCHES. O LETTER DENOTES TYPE. 18 P ZJ=J �t \ \ /�/ O-OAK M-MAPLE P-PINE o U~ \ /�� %i MARK C �a_0 BENCH M �(D zw c < °O co e a.� \ GAS ' / / TOP OF GAS GATE �e \ rn\ GATE�l'/ ELEVATION = 41.51 m \ \ USGS DATUM ASSUMED ° zre F w m " \ ST�� -'40 PPVEjS�p�E 0 ®e T�� SEWAGE DISPOSAL SYSTEM PLAN ORIV�E /�� / AO �j -TO SERVE EXISTING DWELLING WI Q z EST. FREDERICK & CHRISTINE LEWIS J _ J w pQ Q \ �' j/ / 1 OWNERS OF RECORD h . X �< Z ~ \�__ -�/ l/ c� d 108 NORTH PRECINCT ROAD o ° m U A = 40.9 F'L. �/ ASH of MA 0 0 0 �� co (� Sss �,lHOFnsgss �� 1995 ��' CENTERVILLE. MA m X 1 �O'� DAViD cyGu, �o�'� DAVID �cyGu, ®�C�� u�� PROPERTY ADDRESS n p w m w Q�; p D. o D. ASSESSORS MAP 14 8 PARCEL 12 7 n ? cn OI C COUGHANOWR �" " COUGHANOWR `� 43 TRIANGLE CIRCLE o FLAN N No. 1Q93 SANDWICH MA 82563 PLAN BOOK 281 PAGE 74 lL z rsTEa�O `r0 �ICENSE� 0 506 364-D8J4 DATE. NOVEMBER 30. 2006 O SCALE: 1 l n = 20 FL �< e 0 W k k 28 0 20 40 f TA P VgLU JOB E T E-2 4 J 1 PAGE 1 C1 F 2 VERSION: !T I , �w w ' THIS PLAN IS BASED ON AN INSTRUMENT SURVEY AND IS INTENDED t_1_ SOLELY FOR INSTALLATION OF THE PROPOSED SEPTIC SYSTEM 0 l0 20 �Ue t.��, ` ^ DEPICTED HEREON. FOR ANY OTHER CHANGES TO PROPERTY INCLUDING I!! )�Dg PLACEMENT OF ADDITIONS. SHEDS. FENCES OR SWIMMING POOLS, OWNER SHOULD CONSULT WITH A MASSACHUSETTS REGISTERED LAND SURVEYOR. 1 DATE EVALUATOR:TEST: NOVE, D D. U 2006 GHANOWR. R.S. OESI CALCULATIONS• SOIL TEST LOG WI IITNESSEDBY ' DONALD DESSMARA S. HEAL C�NTH DEPT. r DESIGN FLOW: 3 BEDROOMS, X 110 GPD = 330 GPD GROUNDWATER ENCOUNTERED AT 92 In SEPTIC TANK: 330 GPD X 2 DAYS = 660 GALLONS TEST PIT I PARENT MATERIAL: PROGLACIAL OUTWASH USE EXISTING 1000 GALLON SEPTIC TANK IF IN 'SOUND STRUCTURAL ELEVATION = 41.25 +- PERC AT 56 In 2 MIN/INCH IN C SOILS CONDITION. IF NOT. INSTALL 1500 GALLON SEPTIC TANK (MINIMUM ALLOWED) DISTRIBUTION BOX: USE 3 OUTLET D-BOX. DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER SOIL ABSORBTION SYSTEM: A 25 ,FE x 16 FL LEACHING FIELD CAN LEACH (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING 41.25 Abot = ( 25 x 18 ) = 450 sf ' Asdw = 0 0-6 FILL At.ot_ = 450 sf Vt 0.74 x 450 = 333 GPD 6-8 O LOAMY SAND 10 YR 2/1 NONE FRIABLE USE A 25 Ft. x 18 ft FIELD. Vt = 333 GPD > 330 GPD REQUIRED 8-12 A LOAMY SAND 7.5 YR 3/4 NONE FRIABLE 12-34 B LOAMY SAND 10 YR 4/6 NONE FRIABLE 3B.42 OBSGW LEACHING FIELDOB 33.58 — 34-120 C MEDIUM SAND 10 YR 6/4 NONE LOOSE 31.25 USE 4 in DIAMETER SCHEDULE 40 PVC PERFORATED PIPE AND 4 GROUNDWATER ENCOUNTERED AT 90 in SLOPE AT 0.05 FC/FE �` O TEST PIT 2 PARENT MATERIAL: PROGLACIAL OUTWASH t �T ELEVATION = 41.10 +- 2 MIN/INCH IN C SOILS O DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING 41.10 0-8 FILL 6 ^ 0.83 8-10 O LOAMY SAND 10 YR 2/2 NONE FRIABLE 10-14 A LOAMY SAND 7.5 YR 3/4 NONE FRIABLE 0._s 0.63 �0�� GAP 38.Z5 14-30 B LOAMY SAND 10 YR 4/6 NONE FRIABLE `{ PPG' I �� OBS GW 2 O 33.60 — 30-126 C MEDIUM SAND 10 YR 6/4 NONE LOOSE 30.60 GROUNDWATER ADJUSTMENT 0 M OFNO EXISTING GROUNDWATER LEVEL e0�� OBSERVED IN TEST PIT 2 OBSERVED GW 33.60 INDEX WELL SDW-253 ZONE C READING DATE OCTOBER. 2006 NOTES READING 348.1 .1 ADJUSTMENT 3.1 ADJUSTED GW 36.70 PUMP CHAMBER DETAIL 1) GARBAGE GRINDER NOT ALLOWED WITH THIS DESIGN CHECK VALV �7 TO D-BOX 2) ALL LINES TO BE SCH 40 PVC AND PITCH AT 1/6 INCH PER FOOT MINIMUM. 124�^3) ALL COMPONENTS INSTALLED SHALL MEET THE MINIMUM REQUIREMENTS 24 to RESERVE OF MASSACHUSETTS TITLE 5 SEPTIC CODE (310 CMR 15l ALARM ON 4). INSTALLER TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES 6 to PUMP ON BEFORE EXCAVATING FOR SYSTEM. 6 in 5) EXISTING LEACHING GALLERY TO BE ABANDONED IN PLACE. PUMP OFF E) ALL STONE TO BE DOUBLE WASHED AND FREE OF IRON. FINES AND DUST' IN- PLACE 12 to SUMP ?l LINES EXITING D-BOX TO RUN LEVEL FOR 2'-0- BEFORE PITCHING DOWN, - .� SEWAGE DISPOSAL SYSTEM PLAN / FORCE MAIN PIPE TO BE 2 in SCHEDULE 80 PVC WITH 6) ECO-TECH ENVIRONMENTAL RECOMMENDS .THE INSTALLATION OF LOW,FLOW FIXTURES 1 CUBIC FOOT OF THRUST BLOCKING AT BENDS -TO SERVE EXISTING DWELLING AND APPLIANCES. AND BIANNUAL PUMPING OF THE SEPTIC TANK ?r j PUMP CHAMBER TO BE MADE WATERTIGHT AND TO 9) SYSTEM IS NOT DESIGNED TO WITHSTAND VEHICULAR LOADING. DO"NOT CONFORM TO 310 CMR 15.221. 231. AND 254 FREDERICK & CHRISTINE LEWIS PARK OR DRIVE VEHICLES OVER SEPTIC SYSTEM:. '' CONTROL PANEL FOR PUMP OPERATION TO BE LOCATED 10) INSTALLER TO OBTAIN DISPOSAL WORKS PERMIT BEFORE STARTING WORK.,, ?5 INSIDE DWELLING AND TO BE WIRED ON INDEPENDANT 108 NORTH PRECINCT ROAD CENTERVILLE. MA CIRCUIT. HIGH WATER ALARM TO CONSIST OF AUDIBLE 11) SEPTIC TANKS SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON =A LEVEL-, AND VISIBLE SIGNAL. ECO-TECH ENVIRONMENTAL STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED--AND ON TO- WHICH USE 1/2 HP MYERS WHRE 5 PUMP OR EQUIVALENT. PUMP SIX INCHES OF CRUSHED STONE HAS BEEN PLACED TO MINIMIZE'UNEVEN SETTLING MUST BE ABLE TO PASS 1 1/4 in SOLIDS. 43 TRIANGLE CIRCLE SANDWICH MA 02563 12) SEPTIC TANK TO BE PUMPED DRY AT TIME OF SYSTEM 'REPAIR AND CHECKED ` PROVIDE WEEP HOLE TO ALLOW EFFLUENT TO DRAIN FOR STRUCTURAL INTEGRITY. INSTALL PVC OUTLET TEE`FITTED WITH GAS `BAFFLE. BACK INTO PUMP CHAMBER AFTER PUMP CYCLE ETE-2491 FNOVEME3ER 30. 2006 1 12121