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HomeMy WebLinkAbout0007 ACADIA DRIVE - Health A=058-013.",'D- TOWN OF BARNSTABLE LOCATION JACADiA DR SEWAGE # VILLAGE mmo I—O AM 5 115 ASSESSOR'S MAP & LOT 052-06-M1 INSTALLER'S NAME&PHONE NO. 4—;,M K�lrlvt��t/ /. -642 3102 -.300J— SEPTIC TANK CAPACITY 1�, H-10 LEACHING FACILITY: (type) j�/Cna t H 20 0lD6v (size) d-& X!c 1 NO. OF BEDROOMS BUILDER OR OWNER S i Oe [3 it'Dikv, co, /� PERM 2-1_ COMPLIANCEO_DATE: L3 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 1 f . 1 i 3 4q G<< p, f ' No. � Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ✓ Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01pprication for Migoml 6petem Congt uction Vertnit Application for a Permit to Construct(t/4Repair( )Upgrade( )Abandon( ) Complete System ❑Individual Components Location Address or Lot No. (7 il D 10 TIZ, In• 01 Owner's Name,Address and Tel.No. .-7-Z Assessor's Map/Parcel ®!C/ /-3 6 Lh,(j Installer's Name,Address,and Tel.No. `3 Designer's Name,Address and Tel.No. �'l 7 073 —rD &L ZMT LgA�- Y, A-5-5 0C Type of Building:Dwelling No.of Bedrooms q Lot Size vy Sd-4 sq.ft. Garbage Grinder(A10 Other Type of Building a� No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow qw) gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title _ Size of Septic Tank !5 0V Type of S.A.S. Description of Soil 110 a2 0A, Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore describ on-site sewage dis o system in accordance with the provisions of Title 5 of the Envir It a ode and not to place t ystem-r' ation until a Certifi- cate of Compliance has be ' ued b, e Ith. Sign V Date Application Approved by Date Application Disapproved for the following reasons Permit No. r Date Issued Qf;V/77 TOW �No. - THE COMMONWEALTH OF-MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION TOWN OF�BARNSTABLE., MASSACHUSETTS 0(pprication four Di!5po�a16p�tem (Construction Permit Application for a Permit to Construct(t/)Repair( )Upgrade( )Abandon( ) /complete System ❑Individual Components Location Address or Lot No. (7 D h1 /L Owner's Name,Address and Tel.No. -7-7 1 — 1 Q V6 Assessor's Map/Parcel 07 G f 6 A Y-5 Installer's Name,Address,and Tel.No. '3(dZ Designer's Name,Address and Tel.No. 7�fj' 073 , TQ vvt f� l�itl�t/iz� L!J»L� ,� fiS�UC 3 Type of Building: Dwelling No.of Bedrooms q Lot Size yc/ sq. ft. Garbage Grinder(Al/ Other Type of Building O*Qd. ZA + No. of Persons Showers( ) Cafeteria( ) �.; Other Fixtures L/ Design Flow �T�/7 U gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title _ Size of Septic Tank Type of S.A.S. Description of Soil w/�4�D /�t. ' Nature of Repairs or Alterations(Answer when applicable) •r- 1 Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage dispos.al.system in accordance with the provisions of Title 5 of the Envirroonmetata Code and n .ot to lace the yste in-op re at until a Certifi- cate of Compliance has be nris ued b s- t-' a lth. Signe v /� Date ! Application Approved by / Date Application Disapproved for the following reasons / Permit No. 6/0 Date Issued 7/7 ——————————————————————————------ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded( ) Abandoned( )by 70 M /<4-:,"/,9 W at 7 J CA /) / L)Q . M trl AS(OAIt 5 ✓h I LLS ha b constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No r ated S'"2 Installer Designer AI The issuance of t{tis eft shall not be construed as a guarantee that the system w'.1'f�lnja&d ne . Date 11 U Inspector ./C.� No. .-���-----------------------Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS ligoal/t5tem (Construction Permit Permission is hereby ranted to Construct( )Repair( )Upgrade( )Abandon( ) System located at /�GA b/,q 3)12 - /7) . i'1'l 11-L-.S 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 date of this p Date: Approved by N� n FA/AI l.Y •m z OAK M' -to' - S.o• c, -� 13=8• -- =4^ Z _y -S`- o• -1 4oi6 I w IIo " I T�_, '1 .�Ll J —� •/INYL i 0 c '° 1C,•ITGH CFI O 1 N ET T= p. vI Ml L. �� VINJL r- ".VIN Vt. IK, I . � 1 `9 MOI.F-H ou¢ 000q I O•F� RA I9�o m 24v 22 GARAGE 0 K �G�•.•qi_ri ^2G a.�49 — V i 4•C_ G FL S �• �` -N • PITCH 'L.7 -r gOCM-5 U.i /N r �__...E S 1,/4.. S/e' F.C. S t1 E E7 2..0 C.K. l 2 nI 1 rt G 1�0 0/n I- i .04K oAl< �iI _ . _ -0• I .9`Y1' O.rt• C Oc2 9`v l' O•H go02 oI I I LI•)NG2. IMP 3e S� 3• 7'1 I jor S"I �ArS-1 .`O IL ,'.p•' I '7.-0.. IP•0" .t'O'•. 2-0 o�:o. 4',p i 9`-o• L-o IPjRIGK STEPS eAYS10f F5UILC Gm NT CQU It-t..G 1 2.ST EL.O 1- '-j sut¢:Id::I'•o •PPaoveoer: {�L 7T F LOO c f I I j 1 II C A�I I O I r WAIL --_� I •j I 9 L� TL , LI' Kp VJALL lot - - - -- Iv i vI w 1 n1 '0 PUhlL71 ki N l: NI /.HASTE r2- F�E D r<✓! CQTHcr-,-MA i - I - I , - 1 I_CNIfANeY GOrJ'T�r'C� - �t Q1,1^n2Si�'S••"�.nc.r. ^env I H It_r__ [ I I �� �_- co co � . I GONGfC \VALES -I Ifl / 3'/2 CON ctL SLog-J � I �g7 12' 1••. 4'-0'_ -.-.- . ... � 16'_"I.. � .. - 1 9I I I I � I STccL 3�a.n Zrte r.+nr�erz I I I N PoCK-GT L— I •� 4• QC.AN COI..uI/•r.S I N EA C.H CN9 \ I I a N I CON,-R. I I i — r 8'• o- 3 4' o" 2 _BAYSIOE g1.111...pING ..GENTEIZVIt_L.� //�. SCALE:r/Q.'L I• AY/gOVED BY: DATE:HpV '1 E/AEtNT >;O ". "F"4 LGT i-1 IdIG{-IJ LAj 02 TOWN OF BARNSTABLE LOCATION 7ACADIA U� SEWAGE # 8' VII LAGS M�ad�Z�✓l5 M� Il5 ASSESSOR'S MAP & LOTS -®� �� INSTALLER' NAME&PHONE NO. An SEPTIC TANK CAPACITY 06 H-! LEACHING FACILITY: (type) ?mil :?D Ddutvel/f(size) Z& K I L1 NO.OF BEDROOMS �L BUILDER OR OWNER lea ,4 i O� �cai L.D�"yt�a GD =2/`y! COMPLIANCE DATE: PERMITDATE: 5 Separation Distance Between.the: Feet Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Private Water Supply Well and Leaching Facility (If any wells exist Feet on site or within 200 feet of leaching facility) Edge of.Wetland and Leaching Facility (If any wetlands exist Feet within 300 feet of leaching facility) Furnished by I I � t t I I 39 y�`►� 3 a 3°► 34`� 4q G`4 Town of Barnstable P# Department of Health,Safety,and Environmental Services Public Health Division Date Q„ 367 Main Street,Hyannis MA 02601 HAMSTABIA 1 t639 �� lEo MAt Date Scheduled �uhe- /3 D Oa. Time l DA.-`n'L Fee Pd. 10/00. 0 0 Soil Suitability Assessment f Sewa a g 'Das o p ' 'al or s .` Performed By:SLLjji Va 7 ` hgirlf¢r�in _rhL- Witnessed By: V 1M t 0a-AN p 1 LOCATION& GENERAL INFORMAI'IgN Location Address CQ� ( v /�t/ Owner's Name RrGh�( .��1LL/L l /U 10a r.Ce-r nd.rj l3"/7W////S �{ Address Osic.'viWe— Gbzb,5.S Assessor's Map/Parcel: /�� S o 013 00/Engineer's Name /e/e/ Stall,-Y V-7 PE NEW CONSTRUCTION REPAIR Telephone# "7 1 11 o Land Use cS t flt;�i.t'rl�}(� Slopes(%) �'`3 .. Surface Stones 40" E: {. t Distances from: Open Water Body �co ft` Possible Wet Area e ft Drinking Water Well 8 Drainage Way Property Line 1 G ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) A �Le so C-4 p A �3. 3 AkC r s � 0 o it �Q e Parent material(geologic) o UT\0A",tk T c--� qv Depth to Bedrock �� FLU S Depth to Groundwater: Standing Water in Hole: N Weeping from Pit Face 0� Estimated Seasonal High Groundwater L- t AQ(7 an X 5:S T -E:1 $ELZ,,J 6 P Ca .. .. ,. ................. .. . .:..;:.,......:.. . . ,:..:.: ..... DETERMNATYON 'RJR:Sl✓A�ONL�L'HYG'r� �VAT�'R,T—A : '' ':':.>::;.;:.:;:::.<.. Method Used: .99 . LI=1 .VLLt t,Lt�Z. S Lt :::.::::.:........................................................................ Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well#__-._,.-.,.. .Reading Date:._._..._._ Index Well level-_-_ Adj.factor___ Adj.Groundwater Level ....................................................... :.: .. ..: .....................::::> >`.......::::p RCOLATI ►N TEST;::...:::....Hate t .... . Observation Hole# Time at 9" Depth of Perc aii Time at 6" Start Pre-soak Time @ tSTime(9"-6") End Pre-soak S Rate Min./Inch VV1 l N E-( I fU(.t4 + Site Suitability Assessment: Site Passed�� Site Failed. Additional Testing Needed(Y/N) 1.�D Original: Public Health Division_ Observation Hole Data To Be Completed on Back—� Copy: Applicant r ........ . DEEP ©BSERVATIC►N DOLE LOG .Dole#. ' . . . .: Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % - 3 O C�e�G6 tc. KA,T - 8 115A, 1.D ID`(YZ s 1% -23 g 5P"uo loy2s� m _. . ............................. ... ... DEEP OBS.ERVA►TI N.HOLE L:O.G Hole#. z. ' ,,. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % - 1Z A OA ay \0102 s/k W Z q-1 Zp C. U.�'e,e-S E ....................... . .. ......................_.............................. .__............ .............. ............................................................ ......... ......... .. D E ER ;A I LE L H;o e. :...;': Depth from'<:::>: »»:>Soil Horizon oil >::>:Soil Texture:>: ;il Color»:::::<.. Soil'»::>.... _..._: Other<>::::.............................>: p So 0 Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency.° I •r e .................................................................................................................................................................................................................................. DEEP.OMERVA OLE L> G . o' e _ : Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. °°Gravel) Flood Insurance Rate Map. Above 500 year flood boundary No_ Yes Within 500 year boundary No K Yes Within 100 year flood boundary No K 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? �Cr-5 If not,what is the depth of naturally occurring pervious material? -- I_LA — Certification I certify that one_(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.. Signature O — Date C /my.e- ,ov-v0 TEST HOLE LOG ��C�ail� •��� �d 2$ DATE: JUNE 13, 2000 P-9760 AlEC =SG•O WI D SOIL EVALUATOR: M ORANDI gpIVAN, PE PERC RATE: < 2 MIN/IN G�,tip ;0?y ORGANIC ORQIc 3" 4" AFLOAMY SAND A-LOAMY SAND 10YR5/1 10YR5/1 J B=SAND B=SAND 10YR5/6 10YRS/6 1 o� L�,•� 23„ JG,3 24" AG C-COARSE SAND COARSE SAND 2.SYR6/4 2.SYR6/4 120" y8 3 120" Q ; /o� � NO WATER ENCOUNTERED DESIGN DATA � DAILY FLOW: (4) BDRM3. x 110 GPD = 550 GPD U M SEPTIC TANK: 440 GPD x 200E = 880 GPD (� USE: 1500 GALLON PRECAST SEPTIC TANK U \ LEACHING FACILITY: USE: (3) 500 GAL. PRECAST DRYWELLS (5' x 8.51 ) LINED w/4' OF DOUBLE WASHED STONE CAPACITY: V N ' SIDEWALL: 93 x 2 x 0.74 = 137.6 BOTTOM: 13 x 33.5 x 0.74 = 322.3 TOTAL: 459.9 GPD { MINIMUM BUILDING SETBACKS El9iSE.�-LENT FRONT: 30, 7 / E SIDE: 15' REAR: 15' 31,6 �� ' �O tJ oWA AM �-_- P" NOTES: - v "No.32686C 1. ALL PIPE TO BE 4" DIA. SCH 40 PVC. .� 2. PIPE TO BE LAID LEVEL FOR 2' OUT OF DISTRIBUTION BOX. V 3. RAISE ALL APPLICABLE MANHOLE COVERS TO WITHIN t 6" OF FINISH GRADE. 4. SEPTIC SYSTEM IS NOT DESIGNED FOR THE USE OF A .544.O I 1 GARBAGE DISPOSAL. 5. SEPTIC TANK AND DISTRIBUTION BOX TO BE INSTALLED �i ON A 6" LAYER OF STONE. 6. INSTALL GAS BAFFLE IN OUTLET TEE. 2" LAYER OF 3/8" PEASTONE OVER DOUBLE WASHED STONE - - ------ ALL AROUND TOP OF FOUND. @ ELEV. ss Zs s3!sz try 3s sz a 5�87 SEPTIC SYSTEM PROFILE SITE SEWAGE PLAN FOR GENERAL NOTES 7 ACADIA DR. , MARSTONS MILLS, MA 1. CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION ASSESSORS MAP 58 PARCEL 13-1 OF ALL UTILITIES, ABOVE AND UNDERGROUND, PRIOR TO ANY EXCAVATION OR CONSTRUCTION. PREPARED FOR 2. SEPTIC SYSTEM TO BE INSTALLED IN COMPLIANCE WITH /� /� 310 CM15. 00: TITLE V. BAYSIDE BUILDING CO . 3. THIS PLAN IS NOT TO BE USED FOR PROPERTY LINE DETERMINATION. DATE : MAY 15, 2001 SCALE: 1" = 40, 4. ALL DISTURBED AREAS TO LOAMED AND SEEDED. 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: �Cu51 ' TEST HOLE LOG .0 'j,, DATE: JUNE 13, 2000 P-9760 Z'?;A/e- =SG,O O OIL EVALUATOR: P.DI LISULLIVAN, PE WITNESS: D. MIO \ PERC RATE: < 2 MIN/IN • / / I ORGi1NIC ORGANIC 3n 4n A-LOAMY SAND APLOA ar SAND 10rns/l 10YR5/1 ��� V ' (`•V �Z err 12r, J B=SAND B=SAND 10YR5/6 10YR5/6 1 n� l `,�•� 23" 5�'5 24n C-COARSE SAND O-COARSY S�►� 2.5YR6/4 2.5YR6/4 s: �� ► -pQ"-,TEv � 79,7 120" y8r5 120" N v Q ; /9 ''�'^�� NO WATER ENCOUNTERED f1 600 \�(1\ 463 ZC, DESIGN DATA QDAILY FLOW: (4) BDRMS. x 110 GPD = 550 GPD V M SEPTIC TANK: 440 GPD x 200% = 880 GPD O USE: 1500 GALLON PRECAST SEPTIC TANK \ V LEACHING FACILITY: USE: (3) 500 GAL. PRECAST DRYWELLS (5' x 8.51 ) LINED w/4' OF DOUBLE WASHED STONE I- �• CAPACITY: ry ' SIDEWALL: 93 x 2 x 0.74 = 137.6 BOTTOM: 13 x 33.5 x 0.74 = 322.3 TOTAL: 459.9 GPD lool � i MINIMUM BUILDING SETBACKS eo.Q.9YiyA y"� / j c6l9.SE.�-/EivT t FRONT: 30 L�7- 1 / SIDE: 15' ! j REAR: 15, 61) 2 moo' =I Cmt NOTES: ( - V "� 1. ALL PIPE TO BE 4" DIA. SCH 40 PVC. 'D No.32 2. PIPE TO BE LAID LEVEL FOR 2' OUT OF DISTRIBUTION BOX. V 3. RAISE ALL APPLICABLE MANHOLE COVERS TO WITHIN 6" OF FINISH GRADE. / t 4. SEPTIC SYSTEM IS NOT DESIGNED FOR THE USE OF A -` 'O f { GARBAGE DISPOSAL. 5. SEPTIC TANK AND DISTRIBUTION BOX TO BE INSTALLED ON A 6" LAYER OF STONE. 6. INSTALL GAS BAFFLE IN OUTLET TEE. yrr LAYER OF 3/8" PEASTONE OVER --------------------it , DOUBLE WASHED STONE --------..-.._.. �{ ALL AROUND TOP OF FOUND. @ ELEV. SStS/ sI.SZ S s2oo 57.87 f/7•c o SEPTIC SYSTEM PROFILE SITE SEWAGE PLAN FOR GENERAL NOTES 7 ACADIA DR. , MARSTONS MILLS, MA 1. CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION ASSESSORS MAP 58 PARCEL 13-1 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 DETERMINATION. DATE: MAY 15, 2001 SCALE : 1" = 40' 9. ALL DISTURBED ARRAS TO LOANED AND SEEDED. 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: