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HomeMy WebLinkAbout0741 POPONESSETT ROAD - Health 74.1 PoponesseRoad `\ C= 00 A= 6 - 039 TOWN OF BARNSTABLE� y LOCATION 4/ I Fa 10 0 S 5;4` � ��' SEWAGE# O VILLAGE C ASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE NO. C SEPTIC TANK CAPACITY J y LEACHING FACILITY: p GcU ; (type) /� �� (size) NO. OF BEDROOMS OWNER j `0 PERMIT DATE: / -' COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Lelching Facility Feet Private Water Supply Well and Leaching Facility(If any ells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetla ds exist within,300 feet of leaching facility) Feet FURNISHED BY It:I �1 0 I S f C3)e ® / � a i 1 t ° 7 No: THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ✓✓✓ Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 2pplication for 33igo at �bp5tcm Construction Verna 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. 6 0 9—2 0 3-8 0 0 6 741 Poponessett Rd, Cotuit Tim & Kathleen Doyle Assessor'sMap/Parcel 6/3 9 Box 6046, Lawrenceville, NJ 08648 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 PO Box 1089 Centerville 143 Triangle Cir, Sandwich Type of Building: Dwelling No.of Bedrooms 2 Lot Size sq. ft. Garbage Grinder 40 ) 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 septic system to the plans of Eco—Tech, FETE-2526. 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 Healt igned v Date . Application Approvid by Date Application Disapproved by: Date for the following reasons Permit No. 7 �� /J Date Issued 7 No. O l� Ffe1 00-00 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Ztpprication for Tigponl �§Pgtem Cow5truction 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. 6 0 9—2 0 3—8 0 0 6 741 Poponessett Rd, Cotuit Tim & Kathleen Doyle Assessor's Map/Parcel 6/3 9 Box 6046, Lawrenceville, NJ 08648 Installer's Name,Address,and Tel.No. 7 7 5—8 7 7 6 Designer's Name,Address and Tel.No. 3 9 4—0 8 9 4 Wm E Robinson Sr Septic Eco—Tech PO BOx 1089, Centerville 43 Triangle Cir, Sandwich Type of Building: Dwelling No.of Bedrooms 2 Lot Size sq. ft. Garbage Grinder r�o) 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 septic system to the plans of Eco;:Tec , ETE-2526. 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 Healt s' Signed v Date ✓ v / Application Approv by Dare Application Disapproved by: Date for the following reasons,-,. Permit No. Date Issued 9f a` 1 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Doyle Certificate of Compliance I THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( X) Upgraded ( ) Abandoned( )by Wm E Robinson Sr Septic t at 741 Poponessett Road, Cotuit has been constructed in accordance OG 7 0 l/A 7 I dated I with the provisions of Tit e 5 and the for Disposal System Construction Permit No. _— Installer \ 6 Designer G_-,��, v � #bedrooms � Approved design flow _ gpd The issuance of this permit shall not beconstrued as a guarantee that the system will function-as desigred. Date ) f s� Inspector ------------------------------------------------- No.��(�� � J� F$100.00 Doyle THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS �Digpogat �&Pgtem Conotructtou Permit Permission is hereby granted to Construct ( ) Repair ( X) Upgrade ( ) Abandon ( ) System located at 741 Poponessett Road, Cotuit and as described in the above Application for Disposal System Construction Permit.The,applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Construction b completed within three years of the date ofthe i p it. Date , Approved b Town of Barnstable Regulatory.Services • Thomas F. Geiler,Director W RNSPABLE Q "A MSS. 9. Public Health Division_ Thomas McKean,Director 200 Main.Street,Hyannis,MA 02601. Office: 508-862=4644. Fax: 508-790=6304 Installer&Designer Certification Form r Date: -Sewage Permit# p f' l�� Assessor's Map\Parcel6/3 9 Designer: Eco-Tech Installer: Wm E Robinson Sr Septic Address: 43.. Triangle Circle Address: PO Box 1 089 Sandwich Centerville Wm E. Robinson. Sr SeptiWas.is (date) sued apermit to install a (installer) septic system:at 741 Poponessett Rd, Cotuit based on a design drawn by (address) Eco=Tech dated 01 -07-07 (designer). I certify that the septic system referenced above was installed substantiallyaccording to the design, which may include minor approved changes.such...as lateral.reocation of the distribution box and/or septic tank: .. . . I c6li that the septic system referenced above was installed with major changes.(i.e. ' ys greater than .lfl' lateral relocation of the SAS or any vertical relocation of any component of the septic system)bitt m accordance.with State & Local Regulations. Plan revision or: certified as-built by designer to follow. j'9 .. ♦ 1S Ids l f- (Insta errt Signature) . £t t t 11 's on rS • � rSll- �� (Des' r' ignature) . ( I $j�► s Stamp Here) PLEASE '..RETURN. TO BARNSTABLE PTTBLIC ''HEALTH DIVISION... CERTIFICATE OF COMPLIANCE..WILL NOT.BE ISSUED UNTIL BOTH THIS FORM AND AS BUILT CARD ARE NK RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVIISION. THA yOU. Q:HeaIth/Septic/Designe Certification Form 3=26-04.doc �,tte X U vv H U11DarflsjaDle P# � Department of Regulatory Services BRA rAWA Public Health Division 2� 2©D6 aces Date �A �b79 200 Main Street,Hyannis MA 02601 rEOIiAA'�� Date Scheduled— Time Fee Pd. Soil Suitability Assessment for ewage D' osal Performed By: Pr Vt D �-(J() 1{f}Nd`✓I� (�„S Witnessed By: " I LOCATION& GENERAL IINFORMATION ' Location Address �41 Owner's Name Address - Assessor's Map/Parcel: /3 -J t Engineer's N me NEW CONSTRUCTION REPAIR( X/'�REPAIR V b+wb ® CPO& RS Telephone# S� vD Land Use s! O L NT I P L Slopes(%) 1 °74 Surface Stones Vl iti 11 to Distances from: Open Water Body t 6o + ft Possible Wet Area�+ ft Drinking Water Well L 66+ ft t Drainage Way rj.Q t ft Property line +ft Other.. - -ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands�n proximity to holes) , - - — 228.51 Ft i W ' T lD V � � LOT 59 I _ Z AREA 41500 sF +- I N m RI GROUNDWATER ADJUSTMENT —I Im EXISTING GROUNDWATER IN ER LEVEL OBSERVED IN ADJACENT WETLAND / USING SURVEY INSTRUMENT ON D I ^.DECEMBER 27. 2006 OBSERVED GW 3.23 INDEX❑ I I ZONE WELL MMlW-29 READING DATE DEC, 2006 READING 6.7 TP-z ADJUSTMENT 2.0 a, ADJUSTED GW 5.23 195.00 Ft ►�o i�l e Parent material(geologic) aL'Fi( Dui"sy Depth to Bedrock Depth to Groundwater: Standing Water in Hole: Weeping froth Pit Face o'1 O 11 e Estimated Seasonal High Groundwater See 6;1 bo I/e. DETE RNUNATION FOR SEASONAL HIGH WATER TABLE /� s Method Used:S ee- Gl b o y-e Depth Observed standing in obs.hole: in. Depth to soil mottles: in, Depth to weeping from side of obs.hole: .� in. Groundwater Adjustmelit Index Well# Reading Date: Index Well level An a Adj,factor^ Adj.(lroundwater Level PERCOLATION TEST Date Observation �! 07 xyn1e ��a n1 _ Hole# _ •: Time at 9" Depth of Perc b D 114 Time at 6" LA t Start Pre-soak Time @ 4' Y / End Pre-soak Rate MinJlnch Site Suitability Assessment: Site Passed 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 Conservation Division at least one(1)week prior to beginning. Q:SEPTICWERCFORM.DOC 1~SOIL TEST LOG E DATE OF TEST: JANUARY 5. 2007 - i SOIL EVALUATOR: DAVID D. COUGHANOWR. R.S. WITNESSED BY: DONALD DESMARAIS. HEALTH DEPT. ,. TEST PIT 1 NO NCOUNTERE PAARENOTUMATERI L:EPROGLACA LD OUTWASH 2 MIN/INCH IN C SOILS ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER (INCHES) HORIZON -TEXTURE (MUNSELLI MOTTLING 15.69 0-4 O WOOD LOAM 10 YR 2/1 NONE FRIABLE 4-7 E LOAMY SAND 10 YR 3/1- NONE FRIABLE 7-12 'A LOAMY SAND 10 YR 3/4 NONE m__ FRIABLE 12-34 'B LOAMY SAND 10 YR 4/6 NONE LOOSE 12.66 i 34-126 C MEDIUM SAND 10 YR 6/3 NONE LOOSE 5.19 r NO TEST PIT 2 PAARENOTUMATERIAL: PROG_LACA ENCOUNTERED L OUTWASH 2 MIN/INCH IN C SOILS ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER (INCHES) HORIZON TEXTURE (MUNSELLI - MOTTLING 15.44 0-3 O WOOD LOAM 10 YR 2/1 NONE FRIABLE• 3-6 E LOAMY SAND 10 YR 4/1 NONE FRIABLE 6-11 A LOAMY SAND 10 YR 4/4 NONE FRIABLE 1 12.94 11-30 B — LOAMY SAND 10 YR 4/6 NONE LOOSE _30-140 C -MEDIUM SAND 10 YR 6/3� NONE LOOSE 3.77 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Co si Flood Insurance Rate Man: Above 500 year flood boundary No_ i Yes Within 500 year boundary No Yes Within 100 year flood boundary No`� Yes C " Depth of Naturallv.0muWne Pervious Material j Does at least fo bph occurring pervious material exisf:'in all areas observed throughout the area propos A s q system? es ` If not,what i o deptatur curring pervious material? Certificatio " COUGHANOWR I certify that e)I have passed the soil evaluator examination approved by the Department of t`o tion and that the above analysis was performed by me consistent with . the required ttraaininQ, and experience described in 310 CMR 15.017. Signature 4,4, L S C Date.?AN S 20� J I. C4MA CONTOURS I EXISTING -- - - - - - 5l7 t' NAo MINIMAL GRADING PROPOSEDoL9 226.51 F tLL� omWccnZozz T_Z FJN � Ow0 WATER ELEVATION = 3 LOT 59NZO Lt1 O FD>- m <cn c� c,� WEZ ED W EpGE AREA 41500 sf+-moio W OF v cn V a < c 1 N Pm 01iI 111.9 F6 WETLAND TO SEPTIC TANK I 144.8 Ft WETLAND TO LEACHING GALLERY LOCUS MAP p 30 � O I NOT TO SCALIE/ z O� —8 O I LEGEND o }U N ' — _� Q w w Qr o � >w ❑ wZ Q�cn -10 IJLI Z O Q >-\ 00 I I / 1500 GALLON SEPTIC TANK } / H 20 D-BOX ❑ ~O 41 � C�< J 00 Z (y rn O I I TEST PIT Z ti U 0 N 0 0 LWLII W cD mo 0 I ` —12 I EXISTING R ,Z W WO Qa 00 U J / I V J 1 I UTILITY POLE (I) Jp m 00 J ❑ I I TREE W -NUMBER REFERS TO DIAMETER IN INCHES. O U O(U ®® I ��( C�� W O • I LETTER DENOTES TYPE *_p W z Z a a- 0 Q� I O-OAK M-MAPLE P-PINE LL W(n N I QQL� �ti Q Q /14 W W (n °Z F Q_LL z Z� x m �, r ���o�' �oQ°��6,2 _15 I N ' - DISTANCES ~ O u '+ `� I a �` I T SYSTEM COMPON NT M = O E S Z ti 3 W (h W Ln 0 I 1�� I 2 F ALL DISTANCES ARE IN DECIMAL U O (n<LLjj W m _ _ �' k / 16 ( FEET NOT IN FEET AND INCHES. 0 W Q O ~ 7 0 7 l0 P(�i� _ o ti0 / �� 11.25° �oa LU ti LLJ (Y O 12 I /��ti 17 I _j > z w ' �v / I 450 O C O Ln P ' LD(j m O WATER Ld L GATE I 3 B C1 A I B C J I 1 26.5 36.0 --- W i m N BENCH MARK 12 0 2 17.1 7.3 --- I 3 17.1 7.3 15.1 4 37.1 25.0 27.8 Ln m TOP A WATER GATE 5 --- 25.9 23.5 W cn ELEVATION = 12.33 I �( N BARNSTABLE GIS DATUM O1JE P � _J4 5 I-1 v t TP-2 a® — — h Z w Q z0 z - -- — 195.00 SEWAGE DISPOSAL SYSTEM PLAN O J LL m — 12 13 14 IS {;16 17 ® � ��� -TO SERVE EXISTING DWELLING N 3 << w J ~ 21 FL X 16 f t X 1.5 FL � LL 0 ° CD cc o U LEACHING GALLERY EST.' TIMOTHY & KATHLEEN DOYLE z p 11, f— { OWNERS OF RECORD 00 ,L� AS �°� 1995 741 POPONESSEM T ROAD o + O W -"0F"' s COTUIT. A ]O � CO .--� FLAN\N ae� DAVID q�yG�� o�� jDAVID SSA°yes ON U�� PROPERTY ADDRESS O lL (D `1 D. ASSESSORS MAP 6 PARCEL 3 9 SCALE: l to = 30 Ft o D. 3 TRIANGLE CIRCLE -0 30 0 30 60 COUGHANOWR N ANDWICH MA 02563 PLAN BOOK 19 PAGE 14 3-F 4 m N Ll No. 1093 COUGHANOWR W X N N �F �0 5(�8 364-17J894 DATE. JANUARY 7. 200F LJ— w 0 10 20 30 G/STE� �' "CENSEO NIT ARPN ( P(O JOB #E T E-2 5 2 6 PAGE 1 OF 2 VERSION: V Lu 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 PLACEMENT OF ADDITIONS. SHEDS, FENCES OR SWIMMING 2007 SHOULD CONSULT WWITH A MASSACHUSETTS REGISTERED LAONOD SURVEYOR. SOT TEST LOG _ DESIGN CALCULATIONS DATE OF TEST: JANUARY 5. 2007 DESIGN FLOW: 2 BEDROOMS X 110 GPD = 220 GPD - USE 330 GPD MINIMUM. SOIL EVALUATOR: DAVID D. COUGHANOWR. R.S. WITNESSED BY: DONALD DESMARAIS. HEALTH DEPT. SEPTIC TANK: 330 GPD X 2 DAYS = 660 GALLONS INSTALL 1500 GALLON SEPTIC TANK (MINIMUM ALLOWED) NO GROUNDWATER ENCOUNTERED NCOUNTEL OUTWASH DISTRIBUTION BOX: USE 3 OUTLET H-20 D-BOX. TEST PIT T AL 2 MIN/INCH IN C SOWS SOIL ABSORBTION SYSTEM: A 21 ft x 16 ft x 1.5 ft LEACHING GALLERY CAN LEACH Abot = ( 21 x 16 ) = 336.0 sf ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER Asdw = ( 21 + 21 + 16 + 16 1 x 1.5 = 110.0 sf (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING A t o L = 447.0 s f 15.69 Vt 0.74 x 447 = 330.76 GPD 0-4 O WOOD LOAM 10 YR 2/1 NONE FRIABLE USE A 21 ft x 16 ft x 1.5 ft GALLERY. Vt = 330.78 GPD > 330 GPD REOUIRED 4-7 E LOAMY SAND 10 YR 3/1 NONE FRIABLE TO 7-12 A LOAMY SAND 10 YR 3/4 NONE FRIABLE LEACHING GALLER Y SDCA L E 12-34 B LOAMY SAND 10 YR 4/6 NONE LOOSE 12.66 34-126 C MEDIUM SAND 10 YR 6/3 NONE LOOSE CONSTRUCTION DETAIL USE SHOREY PRECAST FD 4xB-D 5.19 FLOW DIFFUSOR 8 Ft. x 4 F t x 1.5 F t. NO GROUNDWATER ENCOUNTERED 11.5 in (0.96 f t) EFFECTIVE DEPTH TEST PIT 2 PARENT MATERIAL: PROGLACIAL OUTWASH STONE 2 MIN/INCH IN C SOILS 2 1.0 FL ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER rt (INCHES) HORIZON TEXTURE (MUNSELLI MOTTLING o 0 0 0 15.44 rn rn 0-3 O WOOD LOAM 10 YR 2/1 NONE FRIABLE � 0 0 0 3-6 E LOAMY SAND 10 YR 4/1 NONE FRIABLE o 0 0 rt- 6-11 A LOAMY SAND 10 YR 4/4 NONE FRIABLE 11-30 B LOAMY SAND 10 YR 4/6 NONE LOOSE 2.5 4.0 4.0 4.0 4.0 2.5 12.94 f t ft Ft ft Ft ft 30-140 1 C MEDIUM SAND 10 YR 6/3 NONE LOOSE 21.0 Ft- CROSS SECTION VIEW 2 in PEASTONE 2 in PEASTONE NOTES tin tin I1-1/2 3/4 in TO ❑, EFFEFFECTIVE ❑ 3/4 in TO 18 In 1-1/2 in GRAVEL T DEPTH 1-1/2 in GRAVEL In 1) GARBAGE GRINDER NOT ALLOWED WITH THIS DESIGN. 6-112 in 2) ALL COMPONENTS INSTALLED SHALL MEET THE MINIMUM REOUIREMENTS 48 in 96 in 48 in OF MASSACHUSETTS TITLE 5 SEPTIC CODE (310 CMR 15). 192 In 3) INSTALLER TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES BEFORE EXCAVATING FOR SYSTEM. 41 EXISTING CESSPOOL TO BE PUMPED. COLLAPSED. AND FILLED. ALL STONE TO BE DOUBLE WASHED AND FREE OF IRON. FINES `AND :DUST IN PLACE. GROUNDWATER ADJUSTMENT. 6) LINES EXITING D-BOX TO RUN LEVEL FOR 2'-0" BEFORE PITCHING DOWN. EXISTING GROUNDWATER LEVEL SEWAGE DISPOSAL SYSTEM PLAN 7) ECO-TECH ENVIRONMENTAL RECOMMENDS THE INSTALLATION;' OF LOW FLOW FIXTURES OBSERVED IN ADJACENT WETLAND USING SURVEY INSTRUMENT ON -TO SERVE EXISTING DWELLING AND -APPLIANCES. AND BIANNUAL PUMPING OF THE SEPTIC •TANK%��)); ,,) , I-. DECEMBER 27. 2006 TIMOTHY & KATHERINE DOYLE 6) SYSTEM IS NOT DESIGNED TO WITHSTAND VEHICULAR LOADING: DO NOT OBSERVED GW 3.23 PARK OR DRIVE VEHICLES OVER SEPTIC SYSTEM. INDEX WELL M1W-29 741 POPONESSETT ROAD COTUIT. MA ZC'-T.;9 ZONE A 9) INSTALLER TO OBTAIN DISPOSAL WORKS PERMIT BEFORE STARTINGl WORK. READING DATE DEC. 2006 ECO-TECH ENVIRONMENTAL 10) SEPTIC TANKS SHALL BE INSTALLED LEVEL ,AN.D. TRUE T i� ;O GRADE O'N ,A LEVEL READING 6. STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON TO WHICH ADJUSTMENT .0 5 SIX INCHES OF CRUSHED STONE HAS BEEN PLACED TO MINIMIZE. UNEVEN SETTLING. ADJUSTED GW .23 43 TRIANGLE CIRCLE SANDWICH MA 02563 ETE-25261 JANUARY 7. 2007 212