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HomeMy WebLinkAbout0760 POPONESSETT ROAD - Health 760 POPONESSM 71 A=006-046 °4. . ,_.-__ i _ _ __ TOWN OF BARNSTABLE N L'0-CATiO1 Pb 0 N 1e1 SSe 1t (28. SEWAGE # Q� r3 VILLAGE �' �' ' r -ASSESSOR'S MAP & LO6 INSTALLER'S NAME&PHONE NO. �C© 1 1 A I oet-e ' 8 89` 3 8*1 SEPTIC TANK CAPACITY S 00 G'A I t o N LEACHING FACILITY:,(type) F10 ff'v S®�`� (size) Cy Y t Ir r NO.OF BEDROOMS 2 -3 BUILDER OR OWNER �f G®U Pope r PERMITDATE: 1 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) J I 0 Feet Furnished by 90 I Fl o House lip'- I :�p0 GA , TAJ, 0,+1et 3� ' No. -9a, Fee / 4 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: �L Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS A,01 01pphration for 30iopoear 6pgtem Conotrurtton Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. //"� D po � � wner's Name,Address and Tel,No,, _ Assessor's Map/Parce'00 06, �O� I- /lr�,w�Cj�� �'� q � s t I Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. S �� Type of Building: l Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures 6 Design Flow y/ �l� gallons per day. Calculated daily flower gallons. Plan Date Number of sheets 1 Revision Date r9 a2 e' W Title Size of Septic Tank /J D O AO 11, Type of S.A.S. e �i�/' '"121 Description of Soil: Se 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 issued this B - Signe Date` OV Application Approved by ® Date Application Disapproved for the following reasi s Permit No. Date Issued C� f�� h i' �* t THE COMMONWEALTH OF.MASSACHUSET.TS��"f��k Entered in 5 mputer: Ye PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACH S 5 ,4� 0(p phration for Migonl *p!ftem Con!Atuction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 7/0 e0A aff )wner's Name,Address d .No �� Assessor's Map/Parceb0 n�Nr U J�G—�-^-' J1W'Installer's Name,Address,and Tel.No.,' Designer's Name,Address and Tel.No. Type of Building: ' Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures / Design Flow N gallons per day. Calculated daily flow gallons. Plan Date g' Q' a-o00 f r ,,Number of sheets 1 Revision Date �2_Q P' W Title '` �'• Size of Septic Tank / D O C,A Type of S.A.S. TEM" nz,"TE 0S61') Description of Soil Nature of Repairs or Alterations(Answer when applicable) r Date last inspected: k 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 by this B f.Mwalt y-�ry Sign Date eye �7 Application Approved by aA Date 00 Application Disapproved for the following rea n Permit No. Date Issued ——————————————————————————————----------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that theOn-site Sewage Disposal System Constructed(wl ) Repaired( )Upgraded,( ) Abandoned( by f / //"�i y i 7Go rd& e at tie- �t� GOdGi� has been constructed in accordance _ with the provisions of Title 5 and the for Disposal System Construction Permit N ated hte Installer Designer The iss f is t shall not be construed as a guarantee that the syste w 1/fu ctio s d -�e Date Inspector 1 I "� L No. O — �/mil � ------------------------Fee- /� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Xh pouf *p!5tem Construction Permit Permission is hereby granted to Con ct( )Repair( )Upgrade( )Ab don -- System located at 7 41U 1�✓,�+ s2 +ad .��1—°� �' - 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. i Provided: Construction must be completed within three years of the date o t ermit. r- Date: S ?GS Approved by r TOWN OF BARNSTABLE LOCAT?OI�1 2 S fi SEWAGE # j VILLAGE— y`+ ASSESSOR'S MAP & LO ' 46 j INSTALLER'S NAME&PHONE N0. S7Cc) 1 1 A l yf'^ SEPTIC TANK CAPACITY �5 00 G/a 1 t o p r r I., LEACHING FACILITY: (type) c'fCQ S 0 r5 (size) NO. OF BEDROOMS — A BUII.DER OR OWNER P PERMITDATE: - / . t, Y"/ COMPLIANCE DATE: Separation Distance B tween the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet I Private Water Supply Well and Leaching Facility (If any wells exist �, on stte:or wtttur 200;feet of leacNng.facility) ..Feet Edge of Wetland and Leaching Facility(If any wetlands exist t within 300 feet off leaching fa�c.,ility) . 1 Feet Furnisheol d I q i 4-° S 44-M . r-0 zi'n zav jc T-6' I3'-6' B-0• _ I shss ro unnoe i I zr I I I ! �I N n I D >e: i G7 8m o� �Q D e 4 4 I D 9 as - s m �___�------_---—_---------_� O G) '-0 ---------------------------------- ' D m �z if O m 2 o' m O m I n Q I, D mm a I o w D m $ y i m z is r ma m V -n O i - q0n 'm 0 0 b 4 ss 0 o m I-- o a I I ===z�'c.o. O )q z m I r - I I I zass• I i I s-��• a z-4th' BSa4' Tb44' I q4g+Z j— yz r L_______. O O -------- jT T$' I 44e• 4 9'8• 545• �� T I-- "i I m z �o a j9 0 t N I � ,0 0 � i � z I • I � a � q O 0 4 p p I 4'9• I 12-0• I 7.7' - I 6'0' T4' T-0• I ,I 44'. 7 i F- FIRST FLOOR PLAN PARCEL 46 POPONESSETT R0. $ RESIDENTIAL DESIGN.DRAFnNG. D m I BOB&RONNEE POWERS &CONSULTING POCASSETWA. (508)563-5667 )2,0 CID TV i-r DDT D i�. 4a� . I r TO 21'd' ffi4 ,as ,as I a I 1 j I j I I 1 i I � b 5(CPE FAT W 0 I I 4 I ~ ' I SIDPE RAT 1 T I I I a.sa A S i a I i m c a I co ( I § ------ - C a O 4 F R1 I soc ;o ZI � m rs 0 fJy i I v . _ g o j> I- - - I g la I ram• ---: i 1 � y a q I m m . -- --- - - ---- o £ -- - a £ q 4 X s Z I a 0 a I I OI za• � 7YY/ N I # 1 �= I I a pm i �`' 8`0' 1 I I 44'Q' SECOND FLOOR PLAN N i m I of a PARCEL46 POPONESSETT RD. �r v D ._\ BOB&RONNEE POWERS RESIDENTIAL DESIGN,DRAFTING, &CONSULTING POCASSET,MA. i (508)563-5667 Town of-Barnstable P# /OU Department of Health,Safety,and Environmental Services - �1t,E, Public Health Division " Date 367 Main Street,Hyannis MA 02601 BARNITUBLE, ' y MA93 �0rfo ray Date Scheduled. 7�3/X0 Time Fee Pd. � •J Soil Suitability Assessment foY'Sewage Disposal j Performed By: Witnessed By: IN - LOATION & GENERAL INFORMATION Location Address i �} Owner's Name CO T'C/tr / /V V, Address Assessor's Map/Parcel: /�y /���r� /2z1Q 4 Engineer's Name XV;4Cq fe NEW CONSTRUCTION ` (REPAIR 7 Telephone# U qq r Land Use ` ,g�j(o�¢,a.�I�t ems_ Slopes(%) , ("�'7Q. '_ Surface Stones/UOAI C - Distances from: Open Water Body ft !Possible Wet Area R. Drinking Water Well R '� Drainage Way R Property.Line ,R Other SKETCH:(Stsebname,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes), rr o rw�-pr— D/�Nth a �a \z. irt _,e ° l �z l°0 '< Parent material(geologic) 01/4 TS K Depth to Bedrock J Depth to Groundwater: Standing Water in Hole:NO Net— Weeping from Pit Face /VD N f. -Estimated Seasonal High Groundwater .. . E AT Q�ARSEAHG OI T T Method Used: Depth Observed standing in obs.hole: lue tr'L in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment R. Index Well# ___- .Reading Date: Index Well level ., _ _ Adj.factor Adj.Groundwater Level 'ERCULATON TEST.: Aat ;:: rme '/25. Observation / Hole# f Time at 9" Depth of Perc Time at 6" Start Pre-soak Time @ ,�7 "We J45 Time(9"-6") End Pre-soak Rate Min./InchG Site Suitability Assessment: Site Passed v • Site Failed: Additiorial Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back j Copy: Applicant 1 � DEEP OBSERVATION HOLE LOG Mole . .. _.. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface on., (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Con is enc %Gravel s0/ y — n sic 73-XX Phdsad Z.sy� s� 5694 DEEP OBSERVATION H0:- LOG Hole Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Con is enc %Gravel) 0 -Z . o 1 7, 3 Li V 1 �/ , 12c� G &L DEEP OBSER ATION HOLE LO;G Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) + (USDA) (Munsell) Mottling (Structure,Stones,,Boulderes. Consistency.%Gravel v M y . :. .. .. ;:1 DEEP OBSERVATION HOLE LO;G Hole# . . Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency-%Gravel) i I � Flood Insurance Rate Man: Above 500 year flood boundary No_ Yes Within 500 year boundary No_ Yes •+ +Within 100 year flood boundary No_ 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? � s If not,what is the depth of naturally occurring pervious material'?� + + ,+ Certification I certify that on L (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 Date T!l( 6 T.O.F. AT EL. 18,25' TEST HOLE LOGS \+ , SYSTEM PROFILE ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) i u ACCESS COVER (WATERTIGHT) TO 2X SLOPE REQUIRED OVER SYSTEM 111 14 13 MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE 2" DOUBLE WASHED PEASTONE PETER BRYANTON ENGINEER: \ I - 17,6' WITNESS: BARNSTABLE HEALTH DEPT. \ RUN PIPE LEVEL 9 17 99 DATE: , _ 1 1500 FOR FIRST 2' 14 6' / / 13 1 ; J PROPOSED PERC. RATE < 2 MIN/INCH IN C SOILS LOC $ 12\ \ I / '` a� GALLON SEPTIC t ,�,� ��• 77i �..�TANK (H- 10 ) BAFFLE co 1 L�.28' 6' =rl� 18" CLASS I _ SOILS P# MI 14,45 ® 13.14' SLOPE) �6" CRUSHED STONE OR MECHANICAL H-20 FLOW DIFFUSORS l 1 PARCEL 46 4, COMPACTION. (15.221 [2]) " ELEV. 2 ELEV. 11 \ I DEPTH OF FLOW - 1 3/4 TO 1 1/2 DOUBLE WASHED STONE IT] , (�._7. SLOPE) (_,-__..% SLOPE) 0" 17,6 0„ 17.0' TEE SIZES: 10„ . 10 ` i I p INLET DEPTH = A LS °o. OUTLET DEPTH " LOCATION MAP SCALE 1" = 2000 ♦ I I ` 14" 10YR 2/ FILL _j ` � I 14 FOUNDATION--- 22 SEPTIC TANK g' D' BOX 20' LEACHING B 5 ( � FACILITY LS A SL 26" 10YR 6/8 15.4' 18" 1OYR 3/2 ASSESSORS MAP 6 PARCEL 46 \ \ ZONING DISTRICT: RC COS 30% GRAVEL LS YARD RSE SETBACKS: \ \ BOTTOM TH2 EL. ,. 1OYR 5 8 \\ \ ♦ \ \ \\ / 6 0 2.5Y 6/6 4 / 13.5 SIDE = 48 2 Cl REAR = PROPOSED ROAD IMPROVEMENT DETAIL COs 30% GRAVEL PLAN REF. - Cz 2.5Y 6/6 FLOOD ZONE: B & A11 EL 11 BENCHMARK — HYDRANT ON TAG BOLT #243 NOTE: REFERENCE MEMO TO RALPH CROSSEN FROM STEPHEN 56" \ \ \ \ PROP. ELEV = 14.55 (NGVD) SEYMOUR, PE, PROJECT ENGINEER, DATED AUGUST 28, 2000 MS GAR. \ �,,� C2 / G' \` EXISTING GRAVEL ROAD TO BE UPGRADED TO A WIDTH OF 14', 2.5Y 7/3 I \ STARTING FROM THE END OF PAVEMENT ON FULLERS MARSH MS ROAD AND ENDING AS SHOWN. CONSTRUCTION TO CONSIST OF: 1. SITE PREPARATION TO INCLUDE TRIMMING, CUTTING, CLEARING 2.5Y 7 4 \ ` y NECESSARY TREES TO ACCOMMODATE THE ROAD WIDENING AND 120" 7.6' „ r I I 1 O RELOCATION. REMOVE STUMPS AND UNSUITABLE SOIL, MAKE 132 6.0 (Pi�. ! \ NECESSARY CUTS AND FILLS TO OBTAIN SUITABLE SUB—GRADE. NO GROUNDWATER ENCOUNTERED 2. INSTALL 10 OF ROAD GRAVEL BASE WITH 2' OF 3/4 " CRUSHED STONE ON TOP OF ROAD GRAVEL, ALL AS \ I \ 1\ IN ACCORDANCE WITH MEMO DATED 8/28/00 FROM BARNSTABLE ENGINEERING DEPT. 3. INSTALL 2 DRAINAGE AREAS AS SHOWN ON PLAN. 4. PIPE INLETS AND OUTLETS SHALL BE PROTECTED BY STONE PIPE J\ ENDS. THE OUTLET PIPE SHALL HAVE A STONE VELOCITY DISPERSION NOTES: POOL CONSTRUCTED IN THE DOWNSTREAM SWALE. Awl i \ ` I 1. DATUM IS NGVD 2. MUNICIPAL WATER IS AVAILABLE 3. MINIMUM PIPE PITCH TO BE 1/$" PER FOOT. OTC' r 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE 'AASH'O H- 10 5. PIPE JOINTS TO BE MADE WATERTIGHT. J #10 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. END OF PAVEMENT ENVIRONMENTAL- CODE TITLE V. 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE > \ \ USED FOR LOT LINE STAKING. G. \\ ` q ,.... v. , `�' _.. ,'"+J,' JL " 1 Ili 1 �.idii v .i..Y'1. '•t,+--r � ` 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT soft wls INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED EXIST. GRAVEL ROAD FROM BOARD Or HEALTH, PROP, LE WARTED J ; �'O 10, CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE , M , \ TRAVELLED WAY, 1a; WIDE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIESPRIOR OR #15 ' I I I \ GRASSED AREA 11. TO OSLEVOE WATERLINE I OF WORK. r I \ \ FOR RUNOFF L THIN 10 OF SEPTIC SYSTEM ✓ # i 6 I N I ; l SEPTIC DESIGN: (GARBAGE DISPOSER Is NOT ALLOWED } 12. SAVE TREES OF 10" DBH OR LARGER WITHIN POPONESSETT RD. ­7✓ I I I \ EXISTING N I r \ CLEARING o i`I DESIGN FLOW: 3 BEDROOMS ( 110 GPD) 330 GPD ! I I I I l 1 \ USE A 330 GPD DESIGN FLOW T/TLE 5 SITE PLAN I I \ SEPTIC TANK: 330 GPD ( ) = y! I I50' � - -- o 2 660 _ I o OF ` 1 / ,,� �` (V USE A `1500 GALLON SEPTIC TANK PA OVERGROWN BOG I I , -� PARCEL 46 POPONESSETT RD. � , _. ....._. LEACHING: PROP. RETAINING WALL / I I I I x I I �`� �6 � 1a 1 / J //i AA - _ IN THE TOWN OF: lPROPOSED 330/.75 - 440 // ► ►'4 / / 1 / s� ��o DISPERSION _ COTUIT BARNSTABLE / (11 + 1) (37 + 1) = 456 LANDSCAPE / i / / ! // ;AREA 3: 1 SIDE SLOPES PREPARED FOR: BOB AND RO P OP32 NNEE POWERS AREA / o / Sr/ / I I DRIVE A ON r 8 TOTAL: 456 S.F. _ GPD USE 4 FLO DIFFUSORS WITH 2.5' STONE AT ENDS AND #17// � ,� o � I / �' � / 30 0 30 60 90 �s //\ .�0� / PROP. 3 BR 17,7 �� �yh TH1 3.5' AT SIDES 1 / DWELLING 1s•s' - _ TF - IS.V, GAR. .� - / SCALE: 1" = 30' DATE: APRIL 27, 2000 #23 :I Cam/ 0 i \ / ROPOSED llV� DISPERSION REV. 6/22/00 RESERVE rs_$ AREA 3: 1 SIDE SLOPES BOARD OF HEALTH REV. 7/13/00\ / a PORCH (asp SF) �, 2'±DEEP 19'x22'AT RIM �� �tt1 o REV. 8/10/00 ROAD SPECS PECS NOTES) I/ \ \ \ \\1 i / ti m , MA ltN of N, ``� ' " �. /e/ 19/ �jh �,g BECK "� DISPERSION AND GRASSED RUNOFF APPROVED DATE y' AR R �\ AH. ORNE H' �� REV: 8/29/2000 ---t r 0 LA IL C4 REV: 1 2 AREAS TO BE LOAMED 4 TO 6 2 /3/01 (3br sas) \1, 1 *f, / cr AND SEEDED WITH ONE OF THE No 6i I Val FOLLOWING MIXES: NORTHEAST II 1 II ! I // �`�'�/ 15 \ WETLAND WILDFLOWER MIX" FROM �GN�! DATE \ :.NE H. OJ P.L.S. o^ � 16 34g't ��,, SOUTHERN TIER, INC., WEST PROP. RETAINING WALL \ CLARKSVILLE, NY 14786 OR "NEW ENGLAND EROSIN \ CONTROL/RESTORATION MIX" FROM N.E. WETLANDS PLANTS, INC., 800 MAIN ST., AMHERST, MA 01002 # I r PROVIDE VELOCITY DISPERSION AT PIPE oOUTLET LEG N D # � o PROPOSED SPOT ELEVATION ram' 100x0 EXISTING SPO•,' ELEVATION VA 0__0j F,00 PROPOSED CONTOUR off 5os-3s2 asa f fax s08 362-98a0 100 -- EXISTING CONTOUR tX down cape engineering, inc. CIVIL ENGINEERS \ / �% ' LAND SURVEYORS 29 � #30 939 main st. yarmouth, ma 02675 99--372