Loading...
HomeMy WebLinkAbout0070 ACADIA DRIVE - Health I/ -70 Acadia Drive Marstons Mills A = 058 013009 1 Town of Barnstable P# Department of Health,Safety,and Environmental Services �t►+Ero Public Health Division Date 00 QE 367 Main Street,Hyannis MA 02601 S ennxerAeM Date Scheduled �,5 - tt /3,o7-DOCK Time 10"1 ^ Fee Pd. '2t1,0, ti _.-Sroil.Suitability Assessment for Sewage Disposal' fi PerfoimedBy ✓a1'I �hq,/Ze�r���gR-�Trl�. Witnessed By: `dlarLAND t ................................................ ......... ............................................ .......... .................. ................................................................ ...... .. ..... .............................................................-............. ............................_.......................... ............................................... ................................. ....................................... .......................... .;:;;:`;::;......:.LOCATIQN&:GENERAL INFORMATION Location Address 7 0 ` °A. (kd T g)..Owner's Name firj iUQ�6C Address Assessor's Map/Parcel: /r(Q� Jr0 16,r6.2 013 _007 Engineer's Name / ,i&, / vt>✓x /�� NEW CONSTRUCTION —X— REPAIR Telephone# d dP 1-1 -33 yy Land Use / �`S / fi Slopes(%)`"" 0 �3 %# Surface Stones /LSD I-)(f " Distances from: Open Water Body`j 0 0 f ft Possible Wet Area30 04 pft Drinking Water Well "`Drainage Way 1300 ft ` Propeiry Line �6�.` '' `R Other /VM- SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) 6O t f 1 pO 3zX�r -rd Mic L �or�D . r t Q 11 vpove 1 G-Iles 1 Parent material(geologic) Depth to Bedrock Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face 14Z Estimated Seasonal High Groundwater EL. A oelw eA,-S� "''DL`T PiMiA 1 ION !OR.ref . :�NA MH{y H: l r `�Li:s> ''• >` ............................: ::. .>:;: .............................................. Method Used: '1�,� ���..��t Depth Observed standing in obs.hole: c lot in. Depth to soil mottles: t A in. _ Depth to weeping from side of obs.hole. Ia � in. Groundwater Adjustment f1A,f ft. Index Well#__._._... .Reading Date:__._.___ Index Well level.,,_.___ Adi.factor___ Adj.Groundwater Level i .:.....: ...:: . :......: .:.:........... »:.PERC.OLATIpN TEST . .;DAte ..Time Observation Hole# Time at 9" -h Depth of Perc rJ 5 - Time at 6" Start Pre-soak Time® 2$Gf4Lc.��1►-A Time(9"-6") End Pre-soak 17- vvt 1 b n L Rate Min./Inch 2 m t rU•P eQ 1 riY Site Suitability Assessment: Site Passed��S, _ Site Failed: kso Additional Testing Needed(Y/N) � Original: Public Health Division Observation Hole Data To Be Completed on Back Copy: Applicant DEEP;OBSERVA`TION HOLE LOB Hole## 1 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Co % SAI-4fJ�( �i L.C- 1 a- b 7% 2w^L1 " k,eH,na D t o�lrZ S/q F.Tu 5oo.►p 2.51d-(- © �t3w CL oo TS 52-120 G a$A^,o Z_SYt4 5/4 5tr�►���=G��•�+.t�, y1 .: .. ii, :. DEEPOBSERVA.TIONH�JLELOG Hole# Consistency.%Gravel) Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. 0- .Z 0 © w �&N r `' M.L A. -('.n� 2'= 1q S^rVto L4-A.%-",-( Haut 10 Q S Co e.Le^e WAu&-f 14�-4a y 5A"tO `1 / %ouN.oA teS —120 2.5`02 5/4 s t►s�s .2P�t u 8" .N u c.up DKKK EP-UBS RV-ATION:MOLE Y.OIole Depth from Soil Horizon Soil Texture Soil Color ,;� Soil Other Surface(in.) i (USDA) (Munsell) Mottling (SWcture,Stones,Boulderes. Consistency.° r e DEEP OBSERVATION:HOLE LOG Hole Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Cons6stency.o Flood Insurance Rat Man: Above 500 year flood boundary No_ Yes Within 500 year boundary No tC Yes Within 100 year flood boundary.No YC 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? Y E s If not,what is the depth of naturally occurring pervious material?— _ Q" 11 , Certification I certify that on JS (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. O Signature -< Date L2tCZDO 'qlblta V-r.'C TOWN OF BARNSTABLE C- 1 rM11/ v►- ap 4 LOCATION S EWAGE # VILLAGE s ASSESSOR'S MAP & LOT 37 013 INSTALLER'S NAME&PHONE NO. or r /�D�1? 65� /!►UT �OF,. 2-3�t" SEPTIC TANK CAPACITY �/ A'6641 LEACHING FACILITY: (type) 3 z f00 c15d�Xize) .3 2,x 1 Z NO, OF BEDROOMS 4 BUILDER OR OWNER (' e �l,D-,� .l pir . PERMITDATE: I ,t00! COMPLIANCE DATE: G 1)112 ,00 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 Wei d and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by V7 c dr s No.,?>'���^' �r Fee !(/V THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS es Zipprication for Zi!5pool *pttem Construction Permit Application for a Permit to Construct( V)Repair( )Upgrade( )Abandon( ) L'/Complete System ❑Individual Components Location Address or Lot No.rid 7k4a& Owner's Name,Address and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 2`7 - - 673 S Ir Type of Building: Dwelling No.of Bedrooms Lot Size y3'56Z sq.ft. Garbage Grinder(a/0) Other Type of BuildingdltG� No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow yD gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank 150C Type of S.A.S. Description of Soil -I /Z& Nature of Repairs or Alterations(Answer when applicable) 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 Certifi- cate of Compliance has been iss y t ' Board of Health. Signed Date Application Approved by Date" Application Disapproved for the following reasons Permit No. " "' Date Issued No. 4V'9�� ` a. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 0[pprication for Mi0"Po5al *ps�tem Congtructiori Permit Application for a Permit to Construct( VRepair( )Upgrade( )Abandon( ) L 9,Complete System ❑Individual Components Location Address or Lot No. 7d A&WO Owner's Name,Address and Tel.No. 7 —1411� Assessor's Map/Parcel 5 D/3.QD ,moo /'�cC 0.-6-1_ Installer's Name,Address,and Tel.No. 3� 3 0Q S Designer's Name,Address and Tel.No. -7'7 5 - ,0 7 3 S Type of Building: Dwelling -No.of Bedrooms ,,�`q Lot Size Y3,S6- sq.ft. Garbage Grinder(A/0) u/fl Other Type of Building L�7!�"a4u- No. of Persons Showers( ) Cafeteria( ) Other Fixtures r Design Flow y y0 gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank 06 ���i//�� Type of S.A.S. Description of Soil a u /1-eA 12 Nature of Repairs or Alterations(Answer when applicable) 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 Certifi- cate of Compliance has been issue- y th' Bo d of Health. Signed Date Application Approved by c Date '` Application Disapproved for the following reasons Permit No. 10.10 " Date Issued --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( V )Repaired( ) Upgraded( ) Abandoned( )by 7l)149 lecNliFDy at ?0 ftC/i b/R ID12. 011 R 5 74AI S /j/a S has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit laT70 Imo'2!7�dated •—, /- ` a r, f Installer Designer The issuance of this permit shall not be construed as a guarantee that the sys a will unction _ esigned. Date / Sr U Inspector NV a No. Rd�„ ---------------------—---—Fee _ 119— THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE: MASSACHUSETTS ligooal - !6tem Construction Permit Permission is hereby granted to Construct( epair( . )Upgrade( Abandon( ) System located at A� 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:Construct on must be completed within three years of the date of this ermit. t Date: U ��( � �2 Approved by A,) • "J't'�J TOWN OF BARNSTABLE LOCATION S // EWAGE # ut- ap 4 VILLAG M M' rs ASSESSOR'S MAP &LOT ,3 013 INSTALLER'S NAME&PHONE NO. �J�D ��irossh �,3�GZ 3Cb�" SEPTIC TANK CAPACITY 5 � LEACHING FACILITY: (type) T1��l 42 /ize) .3 2,)( 12,, NO. OF BEDROOMS < �— BUILDER OR OWNER 1 D PERMITDATE: I ,t00! COMPLIANCE DATE: b1216 do).- Separation Distance Between the: Maximum Adjusted4Groundwater 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 ofA,A and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by t k- D TEST HOLE LOG / 2g DATE: JUNE 13, 2000 P-9766 1� SOIL EVALUATOR: P. SULLIVAN, PE WITNESS: D. MIORANDI, BOH PERC RATE: < 2 MIN/IN ,tz 0" 0" FILL l ORGANIC bo 18„ 2„ ORGANIC A=aAIQar FIRE SAND 20" 10YR3/1 1 14•, A=LOAMY FINE R=LOAw PI27Y SAND SAND 10YR5/4 10YR5/6 B=FINE SAND 2.5YR6/6 7— 70„ �FI2iE SAS i N r 57 2.5YRS/4 u � � �3 C-FINE / G I SAND �O'Z 138" Sl./i 120" ' p NO WATER ENCOUNTERED 0 , a 1 LADESIGN DATA a'Q „ o / QcO�I� DAILY FLOW: (4) BDRMS. x 110 GPD = 550 GPD SEPTIC TANK: 440 GPD x 200% = 880 GPD USE: 1500 GALLON PRECAST SEPTIC TANK LEACHING FACILITY: ` s9 a USE: (3) 500 GAL. PRECAST DRYWELLS (5' x 8.51 )LINED w/4' OF DOUBLE WASHED STONE / CAPACITY: SIDEWALL: 93 x 2 x 0.74 - 137.6 Z ' 1 BOTTOM: 13 x 33.5 x 0.74 = 322.3 pF8 2s, TOTAL: 459.9 GPD MINIMUM BUILDING SETBACKS -- / Y FRONT: 30' SIDE: 15, .Z7P4iry / �/ �,c3 �RTe, REAR: 15' C9 ERs6v T 0� � � OF DANIEL!. y BRAMAN Gt/� 35M CIVIL �Na 126t6C y 1 / Pz �ss�ONAL E�6 NOTES: I. ALL PIPE TO BE 4" DIA. SCH 40 PVC. 2. PIPE TO BE LAID LEVEL FOR 2' OUT OF DISTRIBUTION BOX. 3. RAISE ALL APPLICABLE MANHOLE COVERS TO WITHIN ----- _.. .__-/lC�t/E 611. OF FINISH GRADE. � - -• Fc� A S .C�A,DiuS iglLo cJ.vG _..Sf?� _• 4. SEPTIC SYSTEM I3 NOT DESIGNED FOR THE USE OF A GARBAGE DISPOSAL. jrgma ' 5. SEPTIC TANK AND DISTRIBUTION BOX TO BE INSTALLED ON A 6" IAYER OF STONE. f 6. INSTALL GAS BAFFLE IN OUTLET TEE. 2" LAYER OF 3/8" PEASTONE OVER --------------------1{ �rr_lh" DOUBLE WASHED STONE - ----------- ' ALL AROUND TOP OF FOUND. @ ELEV. 5r8,2a / SB,SZ SL'a.c- S�zs \ �58.35 0 58 78 6B,o o SEPTIC SYSTEM PROFILE SITE SEWAGE PLAN FOR GENERAL NOTES 70 ACADIA DR. , MARSTONS MILLS, MA I. CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION ASSESSORS MAP 58 PARCEL 13-9 OF ALL UTILITIES, ABOVE AND UNDERGROUND, PRIOR TO ANY EXCAVATION OR CONSTRUCTION. ' PREPARED FOR 2. SEPTIC SYSTEM TO BE INSTALLED IN COMPLIANCE WITH 310 CMR 15. 00: TITLE V. BAYSIDE BUILDING CO . 3. THIS PLAN IS NOT TO BE USED FOR PROPERTY LINE � DATE:. MAY 15, 2001 SCALE: 1" = 40' DETERMINATION. 4. ALL DISTURBED AREAS TO LOAMED AND SEEDED. 5. CONTRACTOR TO PROVIDE 24 HOUR NOTICE FOR ANY WELLER & ASSOCIATES REQUIRED INSPECTIONS. 1645 FALMOUTH RD. N SUITE 4C P.O. BOX 417 CENTERVILLE , MA 02632 TEL: (508) 775-0735 FAX: (508) 775-0754 APPROVED BY: N � Cocus� S TEST HOLE LOG G 2g DATE: JUNE 13, 2000 P-9766 u1i SOIL EVALUATOR: P. SULLIVAN, PE WITNESS: D. MIORANDI, BOH PERC RATE: < 2 MIN/IN &/ 4tZ n On FILL r ORLSINIC _ ORGWNIC AmrLOA1DC pIIiB SAND \ 20" 10YR3/1 14" AALOA!!4 FINE B-aA AlE3[ FISE SAND SAND /a 1oYRs/s 40 B FINE SAND 2.SYR6/6 7011 C_FnQE SAS 2.5YR5/4 o-FINE sAEm G� 2.SYR5/4 4,0 r Z 138" 120" ` o NO WATER ENCOUNTERED DESIGN DATA �G a4 � �0 / DAILY FLOW: (4) BDRMS. x 110 GPD = 550 GPD SEPTIC TANK: 440 GPD x 200% = 880 GPD USE: 1500 GALLON PRECAST SEPTIC TANK LEACHING FACILITY: 7/ry USE: (3) 500 GAL. PRECAST DRYWELLS (5' x 8.51 ) LINED w/4' OF DOUBLE WASHED STONE / CAPACITY: ht / �. SIDEWALL: 93 x 2 x 0.74 = 137.6 Z ' 1 BOTTOM: 13 x 33.5 x 0.74 = 322.3 TOTAL: 459.9 GPD �a' A/ MINIMUM BUILDING SETBACKS FRONT: 30' SIDE: 15, REAR: - 15' OFF / DANIEL 1.BRAMAN �N CIVIL ASS/ONAL E"G • GIs- o NOTES: 1. ALL PIPE TO BE 4" DIA. SCH 40 PVC. 2. PIPE TO BE LAID LEVEL FOR 2' OUT OF DISTRIBUTION BOX. 3. RAISE ALL APPLICABLE MANHOLE COVERS TO WITHIN 6" OF FINISH GRADE. 4. SEPTIC SYSTEM IS NOT D74SIGNED FOR THE USE OF A A s' 'c'w--4J3 � OG/ii/Q _�R'►�_a.. GARBAGE DISPOSAL. /Z�f�cE LtJ/lam GL�t/9N .519/�G� 5. SEPTIC TANK AND DISTRIBUTION BOX TO BE INSTALLED ON A 6" LAYER OF STONE. 6. INSTALL GAS BAFFLE IN VJTLET TEE. 2" LAYER OF 3/8' tXASTONE OVER rr—lf'e" DOUBLE frs=...,�,%D STONE — ALL AROUND TOP OF FOUND. / Y S'$26 q, zs / Vrs' r SEP14'-l;C SYSTEM PROFILE SITE SEWAGE PLAN FOR GENERAL NOTES 70 ACADIA DR. , MARSTONS MILLS, MA 1. CONTRACTOR O To BE RBSPONSISIX FOR THE IMMION ASSESSORS MAP 58 PARCEL 13-9 OF ALL UTILITIES, ABOVE AND UNDO, PRIOR TO ANY EXCAVATION OR CONSTRUCTION. PREPARED FOR 2. SEPTIC SYSTEM TO BE INSTALLED IN COMPLIANCE WITS ':-ti 310 CMR 15. 00: TITLE V. BAYSIDE BUILDING CO . 3. THIS PLAN IS NOT TO BB USED FOR PROPERTY LINE DETERMINATION. . DATE : MAY 15, 2001 SCALE : 1" = 40' 4. ALL DISTURBED AREAS TO LOAMED AND SEEDED. `s 5. CONTRACTOR TO PROVIDE 24 HOUR NOTICE FOR ANY WELLER & ASSOCIATES REQUIRED INSPECTIONS. 1645 FALMOUTH RD. - SUITE 4C P.O. BOX 417 CENTERVILLE, MA 02632 TEL: (508) 775-0735 FAX: (508) 775-0754 APPROVED BY: