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HomeMy WebLinkAbout0038 BACON LANE - Health 38 Bacon Lane Centerville A=207—040 F I, A OPendaflar �Esse/t10 G 4210113 ORA 100/o P4, YOU WISH TO OPEN A BUSINESS? For Your Information: ' Business certificates (cost$30.00 for-4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.-it does not give you permission to operate.) Business Certificates are available at the Town Clerk's Office, 1"FL., 367 Main Street, Hyannis, MA 02601 (Town Hall) rr s � DATE: 2) 22 1 2 c ) c� Fill in please: kzitE , " t APPLICANT'S YOUR NAME/S: S1 i>_, ti (�G�f� �A.� !�R 1>= p ,>:R21= aet> � Y BUSINESS YOUR HOME ADDRESS. i t O N 1 A N L TELEPHONE # Home Telephone Number. NAME`OF CORPORATION: .NAME OF NEW BUSINESS,.*. MP -TYPE OF BUSINESS 1S THIS A HOME OCCUPATION? YES NO . ADORESS:OF BUSINESS : . �' 3C. j� LR, i,�n�K 2 LEtii , Q i� MAP/P.ARCEL NU1V18ER �:0 (:AssessingJ. When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnsts'ble. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. - (corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legallyoperate your business in this town. OUST COMPLY WITH HOME OCCUPATION 1. BUILDING COM 1b R'f OFFICE RULES AND REGULATIONS. FAILURE TO This individua h be info an p rmi requireme�at pertain to this type of busin@WPLY MAY RESULT IN FINES. uthorizsd_Si to e**.,. CO ENTS: 2. BOARD OF HEALTH This individual ha in for ed of the per' it r irements that pertain to this type of business. Authorized ure* COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature** S. COMMENT J No. , I ` _ FeeTHE COMMONWEALTH OF MAtSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZippYicatfon for 33igpooar i§pgtem Con.0tructfou Permit Application for a Permit to Construct( ) Repair( ) Upgrade(4 Abandon( ) Complete System ❑Individual Components Location Address or Lot No. `1g O A Con L4 4 Owner's Name,Address,and Tel.No. 5410* 1„q, A'11'(/0 C Assessor's Map/Parcel n- ,<� Designer's Name,Address and Tel.No. ��'Enf�l�<t✓�^q Installer's Name,Address,and Tel.No. C✓{ ,i� �7L`K P'� g Z$Sy Csa� o• C3 ox T b� �i�,r wes fr rf.�+ � Ce�¢t,,,t-Ll c Vln A Type of Building:Dwelling No.of Bedrooms (, tt X,S kj Lot Size LL O� tom' sq.ft. Garbage Grinder ( ) Other Type of Building Stec J-e No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) tOcp0 gpd Design flow provided (03 gpd Plan Date Ll-2���o'� Number of sheets l Revision Date Title � I Size of Septic Tank ?�O'p Type of S.A.S. S�o �• L `� x/2 9 X, Description of Soil Nature of Repairs or Alterations(Answer when applicable) Q P e,dfkR x-vcw� C.P �ooLS 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 Health. Signe Date 9- to Application Approved by Date 9- 4-0-7 Application Disapproved by: Date for the following reasons Permit No. 3 Date Issued '4 —d'7 --—————————————————————————————————————————-- No. ��� ` I �"'r`. Fee Qd >`��€ °• Entered com ri THE COMMONWEALTH OF MASSAd&SETTS d i ute p PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 11 Yes application for -mtgpont *pgtem (Con0tructton Permit Application for a Permit to Construct( ) Repair( ) Upgrade( _ Abandon( ) Complete System ❑Individual Components Location Address or Lot No. '3- G A CU l Owner's Name,Address,and Tel.No. `jqi p a,, Nti I/e ( f—,A f/•, \\o. Assessor's Map/Parcel 1 fc 0 0 Installer's Name,Address,and Tel.No. �� ;� EYt K��Y t Designer's Name,Address and Tel.No. S .. P•�- i3�x z e3 Z&Sy Cia��x�•7 Ih,..7 i Type of Building: Qx� Dwelling No.of Bedrooms Lot Size L �r Z� sq.ft. Garbage Grinder ( ) Other Type of Building Sim 1.e �/"W- 1 No.of Persons Showers( ) Cafeteria( ) Other Fixtures DeSign Flow(min.required) �o�p0 gpd Design flow provided �'3 • S gpd Plan Date q-25,20ro Number of sheets ( Revision Date Title pt \ Size of Septic Tank ; ZOO D Type of S.A.S. ,�•, rj'a p (,,. �.• x/2-9;ram ) Description of Soil (I oAr► C_. 32�� Nature of Repairs�10r Alterations(Answer when applicable) U Pc,oln 4 64,30 Date last inspected: Sk v►��-cri `Zb�'1 Agreement: The undersigned agiees to etisure the construction and,maintenance of the(afore described on-site sewage disposal system in ! accordance with the provisions of Title 5 of the Environmental 4Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. .. agned - - _ t* Date 1' 2 10 • 2 00°-7 dr Application Approved by i l Date -7 Application Disapproved by: - Date. for the following reasons Permit No. �W-7 ' 13 Date'Issued "l'.7� ^U-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 pOQl i�C,� L'Y� (/QJ.��� L _,L at 13 Aco n L-441.k has been constructed in accordance with the pro isions.of Title 5 and the for Disposal System Construction Permit No. 206-7—L/3 dated Installer .P.w,c.C..t e71 E(,✓9�11 �S LL L Designer ,)�, (• thI�1••�+-.i�., #bedrooms In Approved design n flow O ! gpd The issuance of this permit all of be'co sYed as a rrantee that the system�'l as de igned. QDate Inspector � O X-S No. )OD? �J y Fee /00 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS Mi!gpont *p.$tem (Congtructton Permit Permission is hereby granted to Construct ( ) Repair ( ) Upgrade Abandon ( ) System located at 3 8 Fkco and as described in the above Application for Disposal System Construction Permit.The applicant recognizes hislher duty to comply with Title S and the following local provisions or special conditions. I Provided: Construction must be completed within three years of the date of this ermi /� Date p Approved by /i s �� v ,own of Barnstable Regulatory Services 1 �nxd,r�a, 1 Thomas F. Geiler,Director Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-8624644 Fax: 508-790.6304 Installer & Desiener Certification Form Date: Designer: G � '� eCiY]5 s��C. . Installer: CA eK:',8C P . �3ti -7� Address: a��4 Crc.•nb.�r r tinw� Address: 3 On -1-�0 - �17 C "; "P,5e) Z l�was issued a permit to install a '.� (date) . _._ — (installer) _ septic system at36 &G o" a' - based on a design drawn by --(address), ;SC. 6n",(.0eect+n aVIC• , dated25, (desi cr) �1! I certify that the septic systern referenced above:was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with rn jor changes (ix, greater than 1.0' lateral relocation of the SAS or any vertical, relocation of any component of the:septic system) but in accordance with State & Local kegulations. Plan revision or certified as-built by designer to follow. ZM,OI k OHN L. (&,Rier's Si gna re C u�►z HiLL V!L 41807 esigner s Signs e) (Aff eslgrier' tamp Hire) LEASE RETURN TO BARNST LE PUBLIC HE TH ' , DIVISION. CERTIFICATE OF COMPLIANCE WIIX N BE ISSUED UNTIL HO T IS FORM AND AS- BUMT CAIWARE RECEIVED B T E BARNSTAH C HEALTH DIVISION. THANK YOU, Town of Barnstable P# pFtNE rp� Nay o Department of Regulatory Services • BARN9TABGE. Public He' h'Division 'x'` Date .ARR. a 039• 200 Main Street,;Hyanhis MA 0260.1, -• plfD MAf A Date Scheduled_h _ Timed,Dowry) Fee Pd. Soil Suitability Assessment for Sewage Disposal Performed By: +N L �tuitt��w Jtt. ? Witnessed By�l oN►VA �oP11Nbf LOCATION & GENERAL INFORMATION Location Address 3$- � coif j cPN Owner's Name a (�jG�J(\�o� «� CEtJTeg?r f1 LL6, M 19 Address ��>1��i��, uy i ay�1 Engineer's Name ,. Assessor's Map/Parcel: p�Q�l QD Q h Pl �jh(,tirCrl 1�� R r' NEW CONSTRUCTION' REPAIR - Teleph # - Land Use t�S�OEJV[�� Slopes(%) z-VIO __ Surface Stones Distances from: Open Water Body s 60 ft Possible Wet Area P150 tI Drinking Water Well >fso ft Drainage Way rOd ft Property Line >10 ft Other ft SKETCH: (Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to,holes) SfE AT%'Kkk6o Sty Parent material(geologic) Depth to Bedrock f32w Depth to Groundwater: Standing Water in Hole: 132' Weeping from Pit Face 1$2` Estimated Seasonal High Groundwater 132` DETERMINATION FOR SEASONAL HIGH WATER TABLE v Method Used: -t% t Q9ZCe Ma N - 132` Cr l in. t j Depth Observed standing in obs.hole: %J L in. Depth to soil mottles: ..r Depth to weeping from side of obs.hole: `21 t3`i" in. Groundwater djustment -Ci ft. — Index Well# N A Reading Date: !4 __ index Well level NIA, Adj.factor 'X A Adj.Groundwater Level*4 — > PERCOLATION TEST Date Time Observation l ' Time at 9" Hole# Depth of Perc 3(:'S'1" Time at 6" j; Start Pre-soak Time a 5-oz Time(9"-6") End Pre-soaker ' Q Rate MinAnch Site Suitability Assessment: Site Passed d 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. i Q:HEALTH/W P/PERCFORM DEEP OBSERVATION HOLE LOG Hole # Depth from- Soil Horizon. Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. t✓onslstenay.%.dravel)..._..__�.. 4CA*Vy SAND TYR $ls LoArw SAND roYOE 3'-t32. L MFOrum 114WO 25 Y `/s fol. G¢AvE.L, DEL+'P OBSERVATION HOLE LOG Hole-# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Graven 0-12- q Loony 14N.0 1&,*3,It It-32. LoClrvmY 51WID clrr 4 ./ Ga.4uEs- 3s-tSZ L M�tum '5AND 5Y I3 i0 1� DEEP OBSERVATION HOLE LOG Hole# ` Depth.from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) Flood Insurance Rate Man: Above 500 year flood boundary No— Yes ✓ Within 500 year boundTry No_/ Yes Within 100 year flood boundary No,J 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? YEg CLfriol,what is the depth of natural ly occurring pervious material? y -,,Certification I,ceFtify that on /I 7 (date)I have passed the soil evaluator examination approved by the Department of Envirorunental Protection and that the bove analysis was performed by me consistent with _th�equired trainhi xperti e n p ience d ed in 310 CMR 1.5.017. — `t t Date Signature Q:1-lEALTJ-1/W P/PERCFORM 1 � . 1 2 3 •1 - n i 8"1 2 3 4 5 67 6 2 3 6 - 8 1 2 3 .1 5 67 6 1 2 3 4 5 67 8 1 2 3 4 5 6 l fl 1 2 3 5 67 8 1 2 3 4 5 6 ], 8 1 2 3 5 67 8 2 3 4 5 6 l 8 1 2 3 4 5 67 0 1 2 3 4 5 6 4 6 1 2 3 5 67 8 1 2 3 4 5 67 8 1 2 3 4 5 61 8 i 2 3 4 : . .: . .... i.... .. � . .._..-. - _I-.1:I q..�.I..­­11;...�...�I1-II4�I�.-.�.d�..:..:.1:I,:':.;.��I:��'II..�I i 1­.,..�..1...I.,I---.-1..-�..�:.I.-���II.,I I;I,I,,II l%..��1 I..�.-,..1 I­..,..I.:I:.1--�-7.-1 o..I.,.1"...I%'.�*—I�.1�:..:.­..�.I.:�.:�1I1,:.;�.�..:::�:I:%::.�­,._&.."I.,."......:.11..I7..1 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' PROVIDE RISER OVER BOTH INLET& FINISH GRADE OVER D-BOX= 43.0'+TOF =49.6 ± (HOUSE) - - FINISH GRADE OVER CHAMBERS = 43.0' - 42.0' GENERAL N®TES X-Z 48.7'± (GARAGE) OUTLET TO WITHIN 6"OF GRADE REMOVABLE COVER TO SLOPE @ 2% MIN. OVER SYSTEM WITHIN 6"OF GRADE 4"SCHEDULE 40 PVC MIN SLOPE 1% 3/4"TO 1-1/2" DOUBLE WASHED STONE TO CROWN OF PIPE 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE FINISHED GRADE FINISH GRADE OVER TANK EL.= 43.5'± 5" DIA. OUTLET(S) ACCESS BOX WITH COVER TO GRADE 2"OF 1/8"TO 1/2" DOUBLE WASHED STONE ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES. @ FOUNDATION = VARIES _ _ ___ 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD A - 41 ..�7y f r f PLACE RISERS ON ALL OF HEALTH AND THE DESIGN ENGINEER. 20" MIN. ACCESS COVER 9 M N. 9"MIN. 40.63' CHAMBERS WITH INLET B = 43.51 (3 TYPICAL) 36"MAX. TOP OF SAS = 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL 36"MAx. 39.80' 36"MAX. PIPES TO 6"OF FINISHED BE USED IN DISPOSAL SYSTEM UNLESS OTHERWISE NOTED. C - 44.$2 BREAKOUT EL 40.30 GRADE SEE NOTE#22 4. TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE LESS THAN 2" DROP MIN. PROVIDE WATERTIGHT ELEVATION = 40.30' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. 6" 3" 3" DROP MAX. 3" 9„ JOINTS (TYP.) UNLESS A 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. 10" A PVC IN SEPTIC TANK 4" PVC OUT TO o � 0 � O 0 � 0 0 0 � 0 0 T5> DF- C:1 O po AND THE TOP OF THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. 14" 1 .00' LEACHING FACILITY op o 0 o p 5. SLOPE ALL SOLID PIPE AT 1.0 /o MINIMUM. T o0 0 0 0 0 0 0 � 0 0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 4O.6T I 12" 007. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO 41 .25' 48• OUTLET TEE MIN. 40.50' 2, 0 0 0 0 o00 = = = oBACK FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR 6"CRUSHED STONE 0 0 INSPECTION. SYSTEM IS NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING 22"ZABEL FILTER OVER MECHANICALLY 0 o APPROVAL FROM BOARD OF HEALTH AND DESIGN ENGINEER. f 22 5' MODEL# COMPACTED BASE 3 751o. 8 5, _ 0. 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM OF 44.62' ESTABLISHED A1801-4x22 5 4.0 4 9, 4 0' ON A NAIL SET IN A TREE, AS SHOWN ON PLAN. 6" CRUSHED STONE OUTLET DISTRIBUTION BOX 50.0' (TYP.) 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION OVER MECHANICALLY TO BE INSTALLED ON A LEVEL STABLE GROUND WATER ELEV.= < 31 .6� 12.9' THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE BASE. FIRST TWO FEET OF OUTLET COMPACTED BASE C C C PIPES TO BE LAID LEVEL. /37.80' AT 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY C PROPOSED 2000GALLON CONCRETE SEPTIC TANK 5' MIN. DISCREPANCIES TO THE DESIGN ENGINEER. LENGTH 12' 2' WIDTH 6' 8" DEPTH 5' 8" (DIMENSIONS PER CROSS SECTION VIEW 5 - 500 GAL. CHAMBERS 10• ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE WIGGIN PRECAST DISTRIBUTION SOX DETAIL TYPICAL CHAMBER PROFILE CHAMBER DETAILS CHAMBER END VIEW STRUCTURES SHALL BE MADE WATERTIGHT. SEPTIC TANK PROFILE CORP., POCASETT, MA) NOT TO SCALE NOT TO SCALE 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR NOT TO SCALE ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. •w• # a TEST PIT DATA 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE BED ' I+ + ••• • • r Donna Miorandi THEY SHALL WITHSTAND H-20 LOADING. ROOM • • �� o• • �� INSPECTOR: #5 • • t,,:..�'' • + •• fl • • • EVALUATOR: John L. Churchill Jr. PE 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND • . , . . FINES. BATH * • '• • • , DATE: September 24, 2007 c w • BED ' �" • ' 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND ROOM 8n erry w r • •• • TEST PIT#: 1 UNSUITABLE MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF • • • ' • 4- .. LEACHING FACILITY. REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN • ' • • ; ELEV TOP = 42.6' * rr COARSE SAND FREE FROM CLAY, FINES OR OTHER UNSUITABLE MATERIAL IN THIRD FLOOR y.,, -'"' • ;• •� • ELEV WATER= <31.6' ACCORDANCE WITH 310 CMR 15.255(3). yF • i 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN • • "` w •• ± • • + PERC RATE _ < 2 Min./In. SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. • • C� • DEPTH OF PERC = 36"-54" 16. PROPOSED PROJECT IS LOCATED WITHIN: BED BED • w BED BATH ROOM BATH ROOM I L • • • • • • P S84°47'20�� . . • 11 . TEXTURAL CLASS: 1 ASSESSORS MAP 1 ? PARCEL YG ROOM #3 #2 E �`I w r • #4 158.67' P' ' o - 17. OWNER OF RECORD: SARA K. SWAN MILLER BED _ • w 0 42.6' ROOM W 1 `� ,� � A Loamy Sand ADDRESS: 378 MOHONK ROAD #1 SECOND FLOOR o N • • �' 12" 10YR 3/2 41.6' HIGH FALLS, NY 12440 M N o a Q _ �. • ! ' FEMA FLOOD ZONE C rl_U ,( • • AS SHOWN ON COMMUNITY PANEL# 250001 0008 D PROPOSED 5 - 500 GALLON Benchmark o C) rn -- • • ,_ f/B Loamy Sand Nail Set in Tree co o 10YR 5/6 18 PLAN REFERENCE: LEACHING CHAMBERS Cy _ ` ' . + Elev. =44.62' 0 a a • _ 1. L.C. PL. 19257 A ..../✓J JJ.�.�' TREELINE Approx. M.S.L. J - �.r..;,:_. • • • , "b �. KITCHEN J.J .��.�.��.. • 19. DEED REFERENCE: JJ \.. • 1. L.C.C. 177459 PROPOSED � � :. 32" 39.9' CL- SUN DININC3 LIVING ROOM -- 20. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. w,�i, i • • ROOM ROOM 42• -_ �43 .� DISTRIBUTION BOX ' . -... a 36" ,,. 39.6' BATH \ - - (jy�� •.,% Perc _ 21. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY )� \ Asa._ _ • Y • a S e • • • � •,� -`, 54" `-- 38.1' FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY FRONT ) -� I '•'• C ... Medium Sand FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. PARLOUR )\ � -` ,. - m r • •• +• �•♦ • • PROPOSED s .• N. /N •• C 2.5Y 6/3 22. A 4" PERFORATED SCH. 40, PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION, TO A FIRST FLOOR (5) A� � ,� ' • (10% Gravel) INSPECTION PORT DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3"OF FINISH GRADE. A 42 SHRUBS REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. o �Cb / °� 4 O \ a - LOCUS PLAN ® FIRE PLACE �ry / / O= _ _ \ ccoo 0 132" 31.6' _ r O O L00 SCALE: 1" = 1000' (6) l `) OPEN, WITH LAUNDRY 42_- 42x AND BATHROOM FACILITIES / -- TEST PIT DATA �A- o c2) `-- -`�3r.�(3) s�'' �` DESIGN DATA M INSPECTOR: -- - __(1) Donna Miorandi .- _--- �� N7g°25,25„w / \ S82°30'00"E � �'.43/' / t GARAGE ► 30.00• _ ` ~� 20 41, EVALUATOR: John L. Churhill, Jr. P.E. �45--� TEST PIT#: 2 � B - -'� \ � � PROPOSED 2,000 DATE: September 24, 2007 LEGEND - J d EXISTING GC GALLON SEPTIC TANK NUMBER OF BEDROOMS 6 / /46-` GARAGE (( ELEV TOP= 42.3' x 50.0 EXISTING SPOT GRADE rb DESIGN FLOW 110 GAUDAY/BEDROOM ►^^� � ��`"' ` � �'1 V � � 47 TOF =48.T± � J� � � - - - 50 - - - EXISTING CONTOUR ?�. F. S, �- ELEV WATER= 31.9 TOTAL DESIGN FLOW 660 GAUDAY 50 PROPOSED CONTOUR L c a j�,, �tl �4a`- ''� 3 J DESIGN FLOW X 200 % 1320 GAUDAY PERC RATE _ < 2 Min./In. / \ - EiT✓c tir�c - EXISTING UNDERGROUND UTILITIES LINE / �Q PROPOSED 90° LONG DEPTH OF PERC = 36"-54" s\ SWEEP WITH USE PROPOSED 2000 GALLON SEPTIC TANK w w - EXISTING WATERLINE ( sv CLEANOUT TO GRADE TEXTURAL CLASS: I - TEST PIT LOCATION t rn ;r M o HC 4 _o 0) ,DRIVEWAY , ", ( PROPOSED 2000 GALLON SEPTIC TANK z MAP 207 INSTALL FIVE (5) 500-GALLON CHAMBERS 0q Loamy sand 42$, o o PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE ( rr/�� � ® DISTRIBUTION BOX PARCEL 40 ' 48` o �#38 , 10YR 3/2 PROPOSED 40,423 S.F. ± ` 0 SIDEWALL CAPACITY 12" 41.8' o / EXISTING PROPOSED 500 GALLON LEACHING CHAMBER (LENGTH +WIDTH) (2 SIDES)(EFF. HEIGHT) (.74 GPD/SQ.FT.)= GPD L� 6-BEDROOM DWELLING PUMPED„C„ __ ---EXISTING CESSPOOL TO BE (50.0'+ 12.9')(2)(2')(.74 GAUSQ.FT.)= 186.2 GAL. LEACHING/DAY 49 - PUMPED AND FILLED WITH B Loamy Sand TOF=49.6'± ' CLEAN, COARSE SAND BOTTOM CAPACITY 10YR 5/6 \ (TYP. OF THREE) (LENGTH) (WIDTH)(.74 GPD/SQ.FT.)= GPD (50.5')(12.9')(.74 GAL/SQ.FT.)= 477.3 GAL. LEACHING/DAY REV. DATE BY APP'D. DESCRIPTION I N7g°12'40„W / Z \ �\ ` 32" 40.1' PROPOSED SEPTIC SYSTEM UPGRADE 30•00, ` TOTALS: PREPARED FOR: \ TOTAL LEACHING AREA 896.6 SQ.FT. \ CAPEWIDE ENTERPRISES TOTAL LEACHING CAPACITY 663.5 GPD Medium Sand _ 2.5Y 6/3 LOCATED AT - N82°10'3p \ C (10% Gravel) SWING TIES B - _ , `" 38 BACON LANE BACON STREET EDGE O EMENr _ CENTERVILLE, MA DESCRIPTION GC HC (33'WIDE PUBLIC LAYOUT) £ (TYP) SEPTIC COVER IN (1) 25.5' 40.8' SCALE: 1 INCH 20 FT. DATE: SEPTEMBER 25, 2007 SEPTIC COVER OUT(2) 33.4' 50.0' 0 10 20 41 a1 FEET jVk OF mow LEACHING CORNER(3) 55.8' 58.9' , JOHN L. PREPARED BY: LEACHING CORNER(4) 64.6' 71.3' 1 U cN JRNILL JC ENGINEERING, CIVIL INC. 41N7 2854 CRANBERRY HIGHWAY LEACHING CORNER(5) 47.8' 76.2' SITE PLAN MAGNETIC MARKING TAPE TO BE EAST WAREHAM, MA 02538 LEACHING CORNER(6) 34.9' 64.8' PLACED ALONG THE TOP EDGE OF 508.273.0377 SCALE: 1" =20' EACH SEPTIC SYSTEM CCMPONENT. - + - Drawn By: BSM i Designed By:BSM Checked By:JLC JOB No. 1302