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HomeMy WebLinkAbout1351 SANTUIT-NEWTOWN ROAD - Health (2) 13.51'SahtuifW w —bwW tO bad' i Cotuit,� A - 025 008 i i �I 1 C� U T I TOWN OF BARNSTABLE EC LC ATION -5- 17:'� __ tic SEWAGE # 2c�C�l— /%;t 'iILLLAGE CO-A,4— T ASSESSOR'S MAP & LOT0a2 S acJg INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY J�� LEACHING FACILITY: (type) Soo g 4 (size) 13KASX NO. OF BEDROOMS 3CIS B,U-ELDER R OWNER . g v eriZ PERMITDATE: COMPLIANCE DATE: 5- Separation Distance Between the: Q Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Peivate 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 F,aevr r� oo�cti 63 , 311 J Z 37 O y z 3 v 3y D33 - a ' / � 6 6.9 S'O6 SSI "0 3 N ► l J2— Fees'/ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 2ppfication for Mizpoal *p.5tem Cougtructton Permit Application for a Permit to Construc!ARepair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. .� 3 s Owner's Name,Address and Tel.No. -�5-, �,,+ f s,,N r u ► r d �vew�v����� err f� l( �S Assessor's Map/Parcel t � e ' b I Installer' ame,Add ss,and Tel.No. T Designer's Name,Address and Tel.No. ' v,` a w r) G�-s� any - o C-Ln !>t . Type of Building:%\de nm Dwelling No.of Bedrooms Lot Size�5(01' % sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow -�� (--) gallons per day. Calculated daily flow gallons. Plan Date umber of sheets Revision Date U ( Title 5 S~l Size of Septic Tank 1 S 6(a) Type of S.A.S. S Description of Soil ,—pLon 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 bee 'ssu d by this B d Wealth. Signed - Date �' " oz Application Approved by ' �- Date N Application Disapproved for .e following reasons Permit No. Date Issued f M�l 1 Fee 6 4 THE COMMONWEALTH OF MAS ACHUSETTS Entered in computer: �V Yes UBLIC HEALTH DIVISION =TOWN OF BARNSTABLE'`MASSACHUSETTS ri Z[pplicatton for Mtgpogar *p5tem Con! tructton Permit � Application for a Permit to Construct�Repair( )Upgrade( )Abandon( ) El Complete System ElIndividual Components Location Address or Lot No. 3 5 Owner's Name,Address and Tel.No. "� '-7 s�fN ru , r r rj -Btd (S O 4 .o+ Neww r�c�i Assessor's Map/Parcel, i Installer's` ame,Add ss,and Tel.No. Designer's Name Address and Tel.No. Y tom- nS Dawn �.o-�� ►�9�►fr �?o: (a2D►�sE Y'�� q39 0oar o �. Type of Building: R2r�N denc Dwelling No.of Bedrooms Lot Size��3`6 so.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Z umber of sheets ' Revision Date % Title ) _�:>1- Size of Septic Tank I S 6ii __0 Type of S.A.S.. " L Description of Soil t� ►'1 � ��1 . Nature of Repairs or Alterations(Answer when applicable) i 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'ssu d by this Bq*d qWealth. Signed 0 tr a±NLka 0 a LA Arl Date Z 22 47 . Application Approved by asj ri Date, Application Disapproved for a following reasons ✓ i Ir Permit No. ba Date Issued /99�bQ, --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS iYt BARNSTABLE, MASSACHUSETTS f Certificate of (tompliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed )Repaired( )Upgraded( ) Abandoned( )by at CA L t"k has been constructed in accordance 4, with the provisions of Title 5 and the for Disposal System Construction Permit No.t" �t`�° ,6 dated Installer Designer The issuance of thi permit shall not be construed as a guarantee that the syst m ill'f' �ction'as des$ n Date S Z U a Inspector --------------------------------------- i n No. ��+(� 1 ' i(� — Fee ]w THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Mig;pogaf *p5tem (Construction Permit Permission is hereby granted to Construct )Repair( )Upgrade( )Abandon( ) -� f+ System located at �C� .. S U - uJu �+ i 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 ofEth it. I f � i Date: - ! C� ��� — Approved by ��� � _ C..0 i 1 i a THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) I M 7'-�C(� -L DATA TOWN OF BARNSTABLE Ec LOCATION SEWAGE # VILLAGE C ASSESSOR'S MAP & LOT®; S �g INSTALLER'S NAME&PHONE NO. AT- AC c S /A eo 1 y i SEPTIC TANK CAPACITY Z-S-2-Z LEACHING FACILITY: (type) ��d a/ C I1�m, (size) 13)(Al X riL NO.OF BEDROOMS UII..DER-DR OWNER PERMITDATE: 2A-2 -09-' COMPLIANCE DATE: 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 37 3 „ y z 3 - 3y ZL/ s / CFO f TGn/G 3 D6 3 a6 1 UYVI► 01 1.DIII,IINtalulu Q Department of Health,Safety,and Environmental Services -,� �J V� — �,,,�, Public Health Division Date i, rll oU 367 Mein Street,I lyr:uds MA 02601 aAMOTASM MAM t0. Date Scheduled 2 S gg Time .;'0 ;oU�r� Fee Pd. a ? :7 Soil Suctubcicty Assess»zelzt for Sewage Disposa Performed By: I"11 C�I/� G 4 Sr �R I/� Witnessed By: :Si:.:............: '1�VF W��'��1►Vt}�y: Y Y1yv+y.'�■/�■1��'(V,,�A •:: �C ��A,.; .:.!4'�ill1,.FM�T+� f4F)4 K!F�•#•l`1 IiT��1', - :.. ........... ...... ...:...:........ ... Owner's Name � . . ..0 Location Address L or 1 6#A1t i1T tiEw,rVA1 A0Nb X;#e QGU�S J� Coru/Ti BN91V%T1191E, IM Address 30t)3� fPFq rwNy/,Jd/G NY#AIIV15 02601 Assessor's Map/Parcel: 2�7 1 8 Engineer's Name M l eyhfN 5. fi''VA? SF Doc-A/G`V,�PE 6',VG, _rAIC; NEW CONSTRUCTION V REPAIR '. Telephone 9 S-08-3 6 2 Land Use £S/pf.,Vl �� Slopes(%) -� Surface Stones.. N 0 Distances from: Open Water Body Al 0 R Possible Wet Area ,t/ U R Drinking Water Well U R yiI}� ria Dralnege Way N O n Property IA �S- B 01 R Other d o R 1v/o - /10T of35 r;e rr b SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc jests,locale wetlands in proximity to holes) � 36 . 6U' - U r '„ : Z—;'�i Q. � r- ►t N THI A 96, 07, 711 Sr H z VA o a `-e� O iv or To SC 46T /�6 NIT ty/f$ Depth to Bedrock /ti U Parent materiel(geologic) (g t IICI �/ p Depth to Groundwater. Standing Water In ltole:- d Weeping from Pit Pace N U Estimated Seasonal I ligh Groundwater N/0 - - - -rt//� Al 0 T- 0B — T ` 1!V�'.Obi :..........................:: >. ��........�..::.:::::::.�.�.:::..........:...::::::::::::.::::.:::.:.........::.;::;::;:.::.:::::.:..................... . Method Used:::..:.::: N O N U . Depth Observed standing in obs.hole /(! O in. Depth to soil mottles: In. In. Iroundwater A ustm Jnt 1 0 n. Depth to weeping from side of obs;bolo - 1 Index Well a_,f/�0_ Reading Dole'_/1� 0_ Index Well Ivet /(/ 0 Ad.factor U Ad.Groundwa r Level Y U . � ...:i:•;:i:i:•.�::�:::i::4:•.Y•:i::::::'r•:r;;•:::.... :ff : :.. � i� '. ') � ::il:'+>vii:is{{:;:::. �.•:1.�' 6 sk1. 1 ::::.::.::..::.:. ?• .:•:1 IIttA.: :::.:...f:. it !. Observation Hole H TH y Time at 9 Depth of Perc 0 5 Time ai t 6' Qom= Start Pre-soak Time® 0:.01.91,00 Time(9"-6") End Pre-soak 0 5,1,00 , 0 f S'o0 Rate Min./inch < _r MP1<SS 8 POF Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(YIN) N Original: Public Health Division Observation Hole Data To Be Completed on Back Copy: Applicant ............................... -..< .:;«:>;'<' < <>'>'%>` )✓ I + IY 'VA'l'YU �)f 1C1 LC�Cx:: ... Yn1c# 1)epth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Struclure,Stories,noulderes. a Chattill J2 it s`L v jy /0 Yk N O 4-2�� /,0��r5AA, t0 Ya N o Zk C1 r S /W`a5� �, 5 y 6� lY/ 0 soNtE co is 120"' ; 62 . i No ULI t7BSL1tVA�'X ?l IOL :LOC: :. . . . Depth from Soil I lorizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mollling (Stniclure,Slones,Boulderes. con Is(cripy.e l2 '� os to YR s1 N S�i�� z z �` � , 6 6 N � 12011 CZ M�DI�MC°�k 2, 5 Y 60 F:�] /u 0 # T''R � li ►I3SCItVA 'Y(�N YI(� • : ,U Dcplh from Soil Ilorizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (hiPmscll) Mouling (Slructurc,Stones.Ilouldcres. e llCP OSRVA7IUN XIdL LUG WET bcplh from Soil Ilorlaon Soil Texti re Soil Color Sod Olhcr Surface(it) (USDA) (Munsell)' "M filling. ('strrlchlre,Stones,Ilquldcres. Consislrncv %CitaVei) Flood Insurance Above 500 year flood boundary No_ Yes y Within 500 year boundary Nov Yes Within 100 year flood boundary No V Yes ��plh of Naturally Occurringl'�rvious Material . i Does at least four`feet of naturally occurring pervious material exist in all-areas,observed'throughoul,(he, area proposed for the soil absorptiomsystem? YES P If not,what is the depth of naturally occurring pervious material? Certification 1 certify that on C� 9 7 (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,a pert' a and a perience described in 310 CMR 15.017. id Dale Signature 2,g V 6 J - /3qd�yevT CaMp 4 r, — /3 7 �9 vTvl7 N�4iTO6on7 ed -411T _ /L u ceo.R y Ayy�f F1e d /7 41t1*S�N4 iN4 WRsr� _. RAF • C 3- 1-IN S � C zpr O ��9�A�..r.tiisU %i"ASP 5.. .�lI L ZY 'f NJvG AT 6�L,•-- - t a, L' FA��-- � (/71L!•� Sidi __ UNFI`�IS��e' n v. I, '-Cl if l Pot I , � I Pum IV /NJUL A !� --- � . . Grp>A Z Z� •�/f ; - u 0 CO UN 6 � C A =r b I Ill�� NJL LVA76� �, l6®1 Division, L p� q _ ble ti a rnsta o � of B Town I is 0 - c.!��,��-N� '. PO BOX 53 � - S� >� _; f Hyannis,Massachuse 260 I .c" Fax(50B)775-3344. 62- 65 G Phone(508)790 cV f 14w� W tL r �1 ff O ._ J�0%�OM O CL BENCH � IfJJ` Z Vp \ / BATH Q / \ w Z �O LAUNDRY W- Q MASTER BATH BEDROOM �"3 - 0 � z ce o r N HALL Z p uj DOWN Q Fw- 0 Cv � MAT S ER BEDROOM O L in d� BEDROOM 02 Q WALK-IN CLOSET Z CV Q Q cc) O � N MASTER SUITE z p SITTING a QL � U � N � N � QcA Q1 � z � z cq (L w Lu < 0 X5cl) co X Q Up \9) w11) pU E ' d r Y-� LU O clq a. ®00 00 ® BENCH U Z ' 3 co N O / BATH Q 3 wz0 LAUNDRY BEDROOM 03 MASTER BATH ollU N II N ~ - N m r (O HALL Z o Lij DOWN Q H MASTER BEDROOM 4 4 NEW S'O" CASED OPENING �, Q i FORMER ENTRY CLOSED IN NEW BEDROOM _ I a CLOSETS W/ SOFFIT P n — _ O m OFFICE BEDR OM 02 N �i I ? Q � m O 04 MASTER SUITE cn U Q SITTING z Z w O � � ° U Z F-- U U %Duaa) U i TOP FNDN. AT EL. 66.0' SYSTEM PROFILE TEST HOLE LOGS ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO ENGINEER: M. FARIA, SE wAIc�Y Ro. 66 t MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM 65't EDWARD BARRY _ WITNESS: 2" DOUBLE WASHED PEASTONE 6/5/99�fRUN PIPE LEVEL DATE: 63.0 FOR FIRST 2' 3 MAX. PROPOSED 1500 PERC. RATE - < 2 MIN/INCH61 =o GALLON SEPTIC t 62 0' 62 0 I 9456 �� r 62.25 l__._�� CLASS SOILS P# J 1 LOVELLS POND TANK (H- 10 ) GASO L C7 O 0131710 • BAFFLE 61,45'Iga\61.28' 0 61.17' © O O O L� © C] Cl O - 4' AROUND Loco—,-S 0000 O O © Oa ( MIN 2 % SLOPE) �6" CRUSHED STONE OR MECHANICAL 2' O O 0 CI O © O O O od 59.17' COMPACTION. (15,221 [23) MIN 3/4" TO 1 1/2" DOUBLE WASHED STONE Q ELEV. �r 62.0' 25 DEPTH OF FLOW - 4 MIN ( 1 9 SLOPE) Q 66.0' 0,� Rov � TEE SIZES: __% SLOPE) —" INLET DEPTH 1 p" A A " SL 5L OUTLET DEPTH x 14 .. 10YR 4/3 7.17' 12 12" 1 pYR 4/3 FLOCATION MAP Not To SCALE FOUNDATION— 33' SEPTIC TANK 12' D' BOX 13' LEACHING B B ASSESSORS MAP 25 PARCEL 8 FACILITY LS LS ZONING DISTRICT: RF 42" 10YR 5/6 62.5' 42" 10YR 5/6 58.5 YARD SETBACKS: FRONT = 30' 52.0 Cl C cSOME 15' MED/COS COBBLES MED SIDE _ /COS c�oBeLEs REAR 15' 2.5Y 6/6 2.'5Y 6/6 72" 72" FLOOD ZONE: C I C2 C2 I I + `O rn 00 MEb/COS MED COS c0 Co / 236.40' 2.5Y 6/6 2.5Y 6/6 r120" 56.0' 120" 52.0' i NO WATER ENCOUNTERED NOTES: 74 -73 ' + BENCHMARK APPROXIMATED FROM QUAD TAG BOLT #280 SEPTIC DESIGN: (GARBAGE DISPOSER Is NOT ALLOWED 1. DATUM IS HYDRANTS Gh cA + 's ec 11 C) 330 A 'AiLildtE ,D17 Z1 N �C - __ BEDRO01,41$ �.,_..0 GPD) G D �llil�vlC,IrA� W�I�F� Ij LOT 1 �' ELEV = 67.24 USE A 330 GPD DESIGN FLOW 3, MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.' 56,138 SFf `A ,+ SEPTIC TANK: 330 GPO 2 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 ("} 660 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6 USE A 1500 GALLON SEPTIC TANK 61 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. LEACHIN : ENVIRONMENTAL CODE TITLE V. SIDES: 2(25 + 12,83)2 (.74) = 112 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT sw le ^e`' +r7 --A !TO BE USED FOR ANY OTHER PURPOSE. 01 65.5' 1to \� BOTTOM: 25 x 12.83 (.74) = 237 8. PIPE FOR SEPTIC SYSTEM TO .SCH. 40--4" PVC. �'on TOTAL: 472 S.F. 349 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT \�-o 2 INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED 17 USE (2) 500 GAL LEACHING CHAMBERS (ACME OR FROM BOARD OF HEALTH. PROP. 3 SR TH1 EQUAL) WITH 4' STONE ALL AROUND N DWELLING TOP FNDN 10•g `Z+ N 66.0' t , GAR 4� 5 `9� 2 2.2 DECK5 N TITLE S SITE PLAN kip \\� O 100.0 PROPOSED SPOT ELEVATION OF 100x0 EXISTING SPOT ELEVATION LOT 1 S A N TU I T- N E WTO WN ROAD IN THE TOWN OF: mod' TH2 6A6 ` a 100 0PROPOSED CONTOUR (COTUIT) BARNSTABL.E , C- �� --- 100 EXISTING CONTOUR PREPARED FOR: BAYBERRY BUILDING CO. v ,+ 30 0 30 60 90 tJ �j +� BOARD OP HEALTH co ,►� � MA SCALE: 1" = 30' DATE: FEBRUARY 24, 2001 � APPROVED DATE off WO-362-4541 fox 506 362-9680 240.E ' I own Cape engineefing, Inc. ��`�� OF MAs �1N �` C o� ARNE ��y ARNE 4 i H. �� OJALA �-' CIVIL ENGINEERS c�JALn �. No 348 CIVIL y ,• . � x _;~ S LAND SURVEYORS pss 939 main st. Yarmouth, ma 02675 99-- 155 H. OJA P.L.S. DATR