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HomeMy WebLinkAbout0351 MEGAN ROAD - Health 351 Megan Road-f''� Hyannis A = 290-11,27 f t` C TOWN OF BARNSTABLE .LOCATION J7 M M SEWAGE# 0,0(6 "A 1 v� VILLAGE '/ASSESSOR'S MAP&PARCEL ACJ0 n� ," INSTALLER'S NAME&PHONE NO.WM-kiiyC C T JT_ERfA1SES 77 SEPTIC TANK CAPACITY l a yod (:—,A".-OtJ LEACHING FACILITY.(type) (ot)5b0 QA(.C(dAgbS S (size) I �X az5 NO.OF BEDROOMS a. • t OWNER bA Tj(CZ 9. ACrc.(gew O NiE!c— PERMIT DATE: (3 P.10[ 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) AtA Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY C JK-W(a6 P W N s s Gy (A V TOWN OF BARNSTABLE L6CATIONc3h SEWAGE # VILLAGE s ASSESSOR'S MAP Si LOT INSTALLER'S NAME & PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) 0 00 (size) 08 NO. OF BEDROOMS o2-- PRIVATE WELL OR BLIC 'WATER BUILDER OR OWNER DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: -Yes No � � �� ."� J � � � � F � ��_'+�. o y No._2�0' , / Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01pplitatlon for Disposal 6pstem Construction Permit Application for a Permit to Construct( ) Repair) Upgra, ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 3 S[ M C-.AV A Owner's Name,Address,and Tel.No. Assessor's Map/Parcel a qO a-7 DA 10- 0`04E 14, t> f4�t4AAXs Installer's Name,Address,and Te.No. Designer's Name,Address,and Tel.No. 50'a^a-73-03-71 ( G 6ae f P 4 ciArja `l G-(ru4p-a'4 Type of Building: Dwelling No.of Bedrooms Lot Size ® sq.ft. Garbage Grinder( ) Other Type of Building [D£ No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) ;2aQ gpd Design flow provided 3 qci e E4 gpd Plan Date e7°-7-0ao t(o Number of sheets 1 Revision Date Title �( EG f�N A04'6 &TA,B A Size of Septic Tank (` l7 C O (aOW-,C!" Type of S.A.S. �00 Q_ . W 04AAj4 C' Description of Soil C0 -s E J5-d-f✓b , x)o 6744dce, o tt /.Saw PCAIJ 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 Certificate of Compliance has been issued by this Board of ea S i= igped7 Date Application Approved by G Date W131ZOJ , Application Disapproved b Date for the following reasons Permit No. 00 Z`� Date Issued aX _ No. (lam di Fee r THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION ' TOWN OF BARNSTABLE, MASSACHUSETTS ftpiication for Disposal 6pstrm Construction Permit Application for a Permit to Construct( ) Repair)tpgrade,()) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.3 S i ��'(� RA Owner's Name,Address,and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No.f 01Z-477-$8'77 Designer's Name,Address,and Tel.No.Sob a-73'"0317 C:AVEc-Vt1)r-- ��'r�t�Q�SES C.t.GG EN6r1NEb�G,��C� eJC. Type of Building: 't t'TLE Y) Dwelling No.of Bedrooms a Lot Size 01 D t sq.ft. Garbage Grinder( ) Other Type of Building l� "r�� No.of Persons Showers( Cafeteria( ) Other Fixtures Design Flow(min.required) o gpd Design flow provided 3 q17 I Lt gpd Plan Date 7- 7- p[ �Number of sheets Revision Date Title d N koy('6 h4Y&W t S Size of Septic Tank , U o p 6a. 4,X2 1-o Type of S.A.S. C.-O 500 C, } *J (34Aict3ElL,$' Description of Soil 004_•S 1c- �I�,c l� A x-n "06e- (0— 3O<< Ise-6 p(.4 I-j 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 Certificate of { Compliance has been issued by this Board of Heal y, Si /� Date Application Approved by --- Date / ZO/6 Application Disapproved b Date for the following reasons 1 ' Permit No. 20/6 - L/� Date Issued -gb31 ?Oi(, 4 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 C,gyp n6 icU!5' __ 6 LG at 3y ) ab NXJI has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.ZO4-Z117 dated Installer( ,)t 1% ��J7 (1, .. Designer �G N ttxll� #bedrooms Approved design flow Rao gpd The issuance of this permit hall not be construed as a guarantee that the system will otion de'igned. Date B Inspector ; v �v -----No.---=_--------/'----��-----------= = ------------------------------------------------------------------Fee-------- THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS Disposal *pstem Construction Permit Permission is hereby granted to Construct( ) Repair( Upgrade( ) Abandon System located at 3!,jH FC-A O Q 6,Kb� NIAM&A 5 and as described in the above Application for Disposal System Construction Permit. The applicant recognized 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 permit. Date Ti Approved by :4351 P. 001/001 'own of Barnstable Regulatory Services BANN81'ABL[G i Richard V. Scali,Interim Director b R Public Health Division Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax; 508-790.6304 Installer& Designer Certification Form Date: Sewage Permit#-L20� y, Assessor's Map\Parcel Z�7 Designer: 7"L' EYlF)i+ne,pq Inc Installer: _CaQ2wfae_ LnF.e_cec(se5 Address: 2851Y CGaoberr7 14t wa'/ Address: 155 CovtwtetcCof S�ree,� Ew1 Wor6nam H/} 675.5$ M45�,�eCi �A ozc�y9 On ce ew(de. & Vease.5 was issued a permit to install a (date) (installer) septic system at 3 51 �I e. an a d aG based on a design drawn by (address) '$ C 61,5(nuciin a) dated 37dly 71 .2o of 6 (designer) —AZI certify that the septic system 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. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out(if required) was.inspected and the soils were found satisfactory. I certify that the system referenced above was constructed ' e with the terms of the IAA approval letters (if applicable) ova' r OFM�s�cti JOHN L 0 ` CHURCHILL 4K ' (Install r' Si t ) C1 k0 1801• A eslgner's Si ure) (Affix Des' er amp Here) PLEASE +T ARNSTABLE PUBLIC HEALT DI SIQN. CERTIFICATE OF COMPLIANCE (WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS BUILT CARD ARE R WEIVED BY THE BARNSTABLE PUBLIC ALTALTHI DIVISION THANK YOU. Q;1ScpticlDesigner Certification Form Rev 8-14-13.doc Town of Barnstable P# Department of Regulatory Services / 4 r�►awaM,4 'a Public Health Division � Date �I 3 �� MASS. 200 Main Street,Hyannis MA 02601 Zr DEB AAK�A CA Date Scheduled Time Fee Pd._ ` s ' lV Soil Suitability Assessment for Suva e Disposal Performed By: /�/ L _i'- I i C Ilae �i l✓1 Pi1�P � W�. Witnessed By: LOCATION&.GENERAL INFORMATION , Location Address M A Owner's Name r?AiQ i GC, &A-Wwol) 0�61t— HYK Jir j IS Address 357 N Rlj ` <2AV W(Dry Assessor's Map/Parcel• ` e�9 d / ,P,7 Engineer's Name :j(_45�j&[ NEW CONSTRUCTION REPAIR Telephone# 509"`f YI -8li 7 . -509-27 3-0-3 77 Land Use )eS�� l� t l I Slopes(%)_© 3 Id Surface Stones . /i/b Distances from: Open Water Body >) ft Possible Wet Area 2J)50 ft Drinking Water Well 1 Jd ft Drainage Way l,0 ft Property Line --Li 0 ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands in proximity to holes) see A AocleA Ran Parent material(geologic) �J(A��J /�'n Depth to Bedrock Depth to Groundwater. Standing Water in Hole:_ 7 Weeping from Pit Fnca Estimated Seasonal High Groundwater DETERAIINATION FOR SEASONAL'IRGH WATER TABLE Method Used: D e bb�el va on Depth Observed standing in obs.hole: > J X In, Depth to soil mottles:>6 in. Depth to weeping from side of obs,hole: 7 / tQ in, Groundwater Adjustment ft. Index Weil-# Reading Date: Index Well level AdjAhetor, Adj.Groundwater.l-evnl.� PERCOLATION TEST Dille Co-K-16 Thne Observation Holc# Q' Time at9" Depth of Pere �U Time at 6" 1 Start Pre-soak Time® �a,{p� m Timo(9"•6") _ End Pre-soak i V•l JAM Rate Min./Inch C Site Suitability Assessment: Site Passed Yes SitF Failed: Additional Testing Needed(YIN) 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. Q:ISEPTICIPERCFORM.DOC DEEP-OBSERVATION HOLE LOG Hole# I ¢� Depth from Soil Horizon Soil Texture Sdil Color Soil. Other Surface(in.) (USDA) (Munsell) Mottling (Stnucture,Stones;Boulders. o tsis ency.96 aravel) L6onv San :'goo,'tots. ©Y� 5 Ccse � � . a.5 Y �� — ao-as°i Grat�1 r cob ies r DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color, Soil 4 Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. consistency, DEEP OBSERVATION HOLE LOG Bole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.. Consistency. DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders, Flood Insurance Rate Map: 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 per sous material exist in all areas observed throughout the area proposed for the soil absorption system? IRS -- If not,what is the depth of naturally occurring pervious material? Certification �y I certify that on �•o?7- 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, ertise and erience described in 10 ChM 15.017. Signature ex 5;2 Date 7y1(0 Q:1SRM0PERCFORM.DOC FINISH GRADE OVER D-BOX= 34.6't T.O.F. EL.= 35.$ t FINISH GRADE OVER CHAMBERS = 34.1' - 34.8' GENERAL NOTE S f PROVIDE EXTENSION RISER SLOPE @ 2% MIN. OVER SYSTEM 3/4"TO 1-1/2" DOUBLE WASHED REMOVABLE WATER-TIGHT COVER OVER STONE TO CROWN OF PIPE 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION FINISH GRADE WITH COVER OVER INLET& RISER TO WITHIN 6" OF FINISHED GRADE 4" SCHEDULE 40 PVC OUTLET TO WITHIN 6" OF F.G. o INSPECTION PORT WITH ACCESS STONE OR GEOTEXTILE FILTER FABRIC 2" OF 1/8" TO 1/2" DOUBLE WASHED METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL @ FND. EL.= 35.0t F.G. OVER TANK EL. = 35.0t 5" DIA. OUTLET(S) MIN SLOPE 1 /o BOX TO F.G. (SEE NOTE 21) CODE AND ANY APPLICABLE LOCAL RULES. _ _ _ - - -- 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE PLACE RISERS ON ALL DESIGN ENGINEER. PROPOSED 4" 9" MIN. TOP OF SAS = 32.13 CHAMBERS WITH EXISTING 4" 36" 9 MIN. 3. 4„ SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL MAX.. SEWER PIPE SCH. 40 PVC 31 .30 36" MAX. I NLET PIPES TO 6 OF - SEWER PIPE BREAKOUT EL = 31 .$O1 FINISHED GRADE SYSTEM UNLESS OTHERWISE NOTED. i �, �„ " _ ' 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED SHALL NOT BE E ra 3 3 DROP MAX 3„ g„ L-27 t E OU GRADE LESS THAN -- 2" DROP MIN MIN.SLOPE 1% PROVIDE WATERTIGHT ELEVATION = 31.80' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A 13" E4" PVC IN FROM JOINTS (TYP.) ��� 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF 14" \-*32.1 PTIC TANK f C OUT TO 0 0 O L� 0 0 0 C� 0 0 0 0 0 O 0 o THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. CONTRACTOR TO PROVIDE - OING FACILITY o0 0 0 0 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. SPECIFIED DROP BETWEEN oo INLET AND OUTLET CONTRACTOR CONTRACTOR SHALL OUTLET TEE 31 .67' MIN. 6" T31 .50' o0 00 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. SHALL VERIFY SIZE 48 VERIFY CONDITION OF 2 0 0 0 0 0 0 0 0 00 0 0 0 000 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK AND CONDITION OF EXISTING TEES GAS BAFFLE CRUSHED STONE 000 0 oo FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS EXISTING SEPTIC AND REPLACE AS ER MECHANICALLY o0 00 o NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH TANK NECESSARY COMPACTED BASE AND DESIGN ENGINEER. 4.0' 8.5' (TYP) - 4 0' 4.0'_ 4.0' 5 OUTLET DISTRIBUTION BOX TYP.) ! 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 35.00, TO BE INSTALLED ON A LEVEL STABLE 25.0' ( ESTABLISHED ON A NAIL IN FENCE POST, AS SHOWN ON THE PLAN. BASE. FIRST TWO FEET OF OUTLET , GROUND WATER ELEV.= < 24.10' PIPES TO BE LAID LEVEL. 29.30 12.83' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION EXISTING 1 ,000 GALLON CONCRETE SEPTIC TANK 2 - 500 GALLON CHAMBERS 5' MIN. CHAMBLI- END VIEW THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT CROSS SECTION VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES ELOEVATIONPRIORTOANYWORK& SEPTIC TANK PROFILE H_10 DISTRIBUTION BOX DETAIL TYPICAL CHAMBER PROFILE H-10 CHAMBER DETAILS TO THE DESIGN ENGINEER. NOT TO SCALE 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE NOT TO SCALE 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING NOTES: . TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM 'A • * ` !/� i PERC NO. 15075 APPROPRIATE AUTHORITY. /\ \ 1.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF . • . ` ; INSPECTOR: David W. Stanton, R.S. \ > THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST " . 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL ; EVALUATOR: Michael Pimentel, EIT, CSE UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. : ' ' ~ Oct. 1999 TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. • C.S.E. APPROVAL DATE: 2.) ENTIRE PROPERTY IS LOCATED WITHIN A DEP APPROVED ZONE 2 AND " • ' ° I DATE: June 16, 2016 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. THE WELLHEAD PROTECTION OVERLAY DISTRICT. TEST PIT#: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. 0'p \ � ELEV TOP = 34.60' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, Al . _ , \ yr `� � , . � � P ELEV WATER- < 24.10 FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). s/ \ \ A" , • ZO N E 2 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN Z RIS `� PERC RATE _ <2 min./inch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. rn VP \ \ \ /s \ • MAP 290 `� `r' \ o�C,9 DEPTH OF PERC = 30"-48" 16. PROPOSED PROJECT IS LOCATED WITHIN: \ \ oti LOT 126 ~ �/'� \ \ F�,9 �O �Iv► • ,_. I TEXTURAL CLASS: 1 ASSESSOR'S MAP 290 LOT 127 a S \ AO '9 \ Oi U.P. 1272/23 (/� OWNER OF RECORD: DANIEL L. &ALLISON J. O'NEILL S O', 0 Fill 34.60' ADDRESS: 351 MEGAN ROAD LOCUS H rail 34.10' HYANNIS, MA. 02601 F Loamy Sand A 10Yr 3/2 FEMA FLOOD ZONE X 12" 33.60' COMMUNITY PANEL# 25001CO568J \ \ \ �919�61 OPS \ \ \ o B Loamy Sand 17. DEED REFERENCE: L.C.C. #204132 \ \ \ r \ \ 1 10Yr 5/6 / \ • C) 30" , 32.10' ! 18. PLAN REFERENCE: L.C.P. #27099B EX. 1000 GALLON SEPTIC , p`�Al/ t \ \ \ " \ \�9 \ " •. Perc ' TANK TO BE UTILIZED IN 48" °"° 30.60' 119. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. THIS DESIGN (b / HC-1 #351 EXISTING \ 1 1?0 \ 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY 2-BEDROOM - \ \ FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY DWELLING \ OiN' \ \ \ �� Q) 1 C Coarse Sand FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. EX. LEACHING PIT TO BE TOF = 35.8'± „ 0 2.5Y 6/6 � � 2 � 21. A 4„ PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A PUMPED AND FILLED WITH +/ �I� \ \ \ 20- 0 el DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3" OF FINISH GRADE. A Cobbles CLEAN, COARSE SAND AND ABANDONED �"�� \ \ LOCUS PLAN REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. - 22. OWNER/APPLICANT/CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL / REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT. L - - -35- \ SCALE. 1 - 1000 24.10 \ \ No Mottling, Standing or Weeping Observed LEGEND / /r ' �. 35\ O HC-2 . 34 12" CHERRY \ \ \ PROPOSED TEST PIT DATA x50.0' EXISTING SPOT GRADE INSPECTION PORT \ \ DESIGN DATA 15075 0 - - - EXISTING CONTOUR\ INSPECTOR: David W. S Stanton,anton R.S. i + DECK NUMBER OF BEDROOMS (DESIGN) 3 (MIN PER TITLE 5) 50 PROPOSED CONTOUR + �0• I EVALUATOR: Michael Pimentel, EIT, CSE DESIGN FLOW 110 GAUDAY/BEDROOM LP \ � C.S.E. APPROVAL DATE: Oct. 1999 50 PROPOSED SPOT GRADE I TOTAL DESIGN FLOW 330 GAL/DAY DESIGN FLOW x 200 oio = 660 GAL/DAY DATE: June 16, 2016 GAS EXISTING GAS LINE TEST PIT#: 2 SHED (1) \ Q1 USE EXISTING 1,000 GALLON SEPTIC TANK ELEV TOP= 34.60' UiHiV, EXISTING OVERHEAD WIRES `�j�"�o TP 1 I \ I '�� ELEV WATER = <24.10' W W - EXISTING WATER LINE •.- �o� v, 34.6'. PERC RATE _ T T EXISTING UNDERGROUND TELEPHONE LINE M \ (5) 14"�cHERRY MAP 290 1 INSTALL 2 - 500 GALLON CHAMBERS / (4) I / DEPTH OF PERC LOT 127 w/ AGGREGATE = \ � 10,019 S.F.t Q� � TEXTURAL CLASS: 1 TEST PIT LOCATION SIDEWALL CAPACITY G< EXISTING 1,000 GALLON SEPTIC TANK / ,00� (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY - O O (25.0'+ 12.83') (2 ) (2' ) ( 0.74 GPD/S.F.) = 112.0 GAL/DAY F O 0" -- 34.60' PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE 0 (2) ,�'� � MAP 290 Fin SHED r'o /�' LOT 128 BOTTOM CAPACITY 6 34.10 PROPOSED DISTRIBUTION BOX x34.4 �/+� Loamy Sand (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAL/DAY A 10Yr Sand o x34.5 �,`I� (25.0'x 12.83') (0.74 GPD/S.F.) = 237.4 GAL/DAY 12" 3/2 33.60' O PROPOSED 500 GALLON LEACHING CHAMBER 'L ' B Loamy Sand TOTALS: 10Yr 5/6 o, (3) x34.1 - PROPOSED TOTAL NUMBER OF CHAMBERS 2 30" 32.10' REV. DATE BY APP'D. DESCRIPTION - -_. DISTRIBUTION BOX TOTAL LEACHING AREA 472.2 SQ.FT. PROPOSED SEPTIC SYSTEM UPGRADE TOTAL LEACHING CAPACITY 349.4 GAL./DAY PREPARED FOR: PROPOSED 2-500 GALLON LEACHING CHAMBERS CAPEWIDE ENTERPRISES WITH AGGREGATE C Coarse 2 5Y 6//6 nd _-34 J \ /� 20-25% Gravel LOCATED AT Benchmark & Cobbles 351 MEGAN ROAD Nail in Fence Post MAP 290 Elev. = 35.00' Approx. M.S.L. HYANNIS, MA 02601 LOT 60 ;._ i SWING-TIES 126" 24.10' SCALE: 1 INCH = 10 FT. DATE: JULY 7, 2016 0 5 10 20 40 FEET HC-1 HC-2 No Mottling g Weeping, Standing or Wee In Observed DESCRIPTION CORNER OF STONE 1 43.8' 38.7' O -- RESERVED FOR BOARD OF HEALTH USE � .►f J N L. PREPARED : � > cHu HILLJR. �'` JC ENGINEERING, INC. CORNER OF STONE (2) 62.6 39.8 \ .1VIL 418 7 � 2854 CRANBERRY HIGHWAY CORNER OF STONE (3) 70.5' 52.0' SITE PLAN .. rs EAST WAREHAM, MA 02538 CORNER OF STONE (4) 54.4' 51.1' �, 508.273.0377 SCALE: 1" = 10' / Drawn By: SJI Designed By:SJI Checked By: MCP JOB No.3524