Loading...
HomeMy WebLinkAbout0107 PITCHER'S WAY - Health 1O7'Pitchers. Way' Hyannis a A =+ 299 ' 008 o n ° u e o � ° I t i a o. � s ° k a+ Town of Barnstable P# Departiment of Regulatory Services z WANar,BM ! Public Health Division DateKAM 23 Q c 200 Main Street,Hyannis MA 02601 CA V Date Scheduled _ Time M Fee Pd. l7 Soil Suitability Assessment for Sew e Disposal Performed By: MletWj •ffri..4 l 611y�S f iiV� Witnessed By: b J ,�, LOCATION& GENERAL INFORMATION Location Address +D r�G p —re �5 W�y Owner's Name ©>vp qt{y ky4 jj j`� l Address (07 P[TC 2Swvt_l. Assessor's Map/Parcel.- (moo—/�t✓ Engineer's Name _T<_ Sc. �2�zlvE✓?�CLEtJ�� � NEW CONSTRUC ION REPAIR Telephone# 508 '�`7'j•-$ , Z Land Usc Iesiaty4iod D1 ►011 1VlA Slopes M j— �_ Surface Stones Distances from: Open Water Body R Possible Wet Area ft Drinking Water Well ft Drainage Way fit Property Une ft Other {t SKETCH:(Street name,dimensions of lot,.exact locations of test holes&Pere tests,locate wetlands'In proximity to holes) See a+ aid: pleipt. Parent material(geologic) ---QGI�t tlAf f'l Depth to Bedrock Depth to Groundwater. Standing Water in Hole: "f 1�(a`1. 6.4.5. Weeping from Pit FACC *12 6 u b.5.S. _. Estimated Seasonal High Groundwater '!11A DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: birKt)r MpwrdM Depth Observed standing in obs.hole: 71 a 6 In, Depth to soll mottles: x%.Arm, In. Depth to weeping from side of obs.hole: 7 11 G In, Groundwater Adjustment Index Well# Reading Date: Index Well level-Adj,factor �: Adj.Groundwater l eval- PERCOLATION TEST bate lag 'rime 1010 A Observation A Hole# •L Time at9" 1o1y4 _ Depth of Pere 3644 N Time at G" to_'l Start Pre-soak Time @ 1D''�8 AM _ Time(9"-G") T�► T � N End Pre-soak 10 143 4I4 Rate Min./Inch o� 1 Site Suitability Assessment: Site Passed 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. Q:\SEPTIC\PERCFORM.DOC I � �S DEEP-OBSERVATION MOLE LOG Hole# 1. Depth from Soil Horizon Soil Texture .Sdil Color Soil• Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. µ o i ten y 96'Gravel) - g'3d h B L S _Z SY 5/6 3G-1'a6t' G M- CS 2.1'Y C& 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 Bole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Stricture,Stones,Boulders. Consistency,%a DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Cons! ten Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes ` Within 500 year boundary No�// Yes ' Within too-year flood boundary No.Y Yes Depth of Naturally'Oecurring 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? y2; S If not,what is the depth of naturally occurring pervious material'?' Certification I certify that on D 12 7j'q11 (date)I have passed the soil evaluator examination approved by the Department of Environmental Protec 'on and that the above analysis was performed by me consistent with . the required training,experti ai e perience described in 10 CMR 15.017. Signature Datb 2 O i�D QAS.EPTIC\PERCFORM.DOC TOWN OF BAR NSTABLE LOCATION 10q P �(TG5 WA4 SEWAGE# .1©1G" 4507 VILLAGE 14YANO-S ASSESSOR'S MAP&PARCEL 289 INSTALLER'S NAME&PHONE NO.CAX0 6 EoTaefteS UJZ 5�%—(4.2 7-88 77 SEPTIC TANK CAPACITY t-50o LEACHING FACILITY. (type)(a)S00 GAG CiMem-UtS (size) (a.193, }c 9-: f NO.OF BEDROOMS 3 OWNER NPLOV4y [*4AtilYik)G- PERMIT DATE: COMPLIANCE DATE: 1;t-;k3 -a01(p Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Iv Ar Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) 1\!/A Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) 1vA Feet FURNISHEDBY A-I 2t4.(.,` A,2zr 30. ` P A"3' 44•1' a °� A'4" 4b° A-5: 53.E ° 3 —i: I g•I = 5.3` ' `� ® 0 Q-z - 34.4° LA s �4-C4rl wGy 0 6 -S L2A No. ` r 1 K—7 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Loof Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS application for Vsposal 6pstetu (Construction Permit Application for a Permit to Construct( ) Repair)( Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. 10-1 P iT t4GP— aV Owner's Name,Address,and Tel.No. p©RO 1-1AA,0.AW Cr Assessor's Map/Parcel .2a.9 1 a THY 10-Z PrTe ls-A:!; f ewl Awwxj i ' Installer's Name,Address,and Tel.No. 56S-I j•- 'Z-7 Designer's Name,Address,and Tel.No. :509--L'I 3--03 71 Type of Building: Dwelling No.of Bedrooms 3 Lot Size Q$4 sq.ft. Garbage Grinder( ) Other Type of Building Q� tD&?JTIOV- No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3340, gpd Design flow provided 2419,4 gpd Plan Date I A-0-LO—X e>t j6 Number►TAo`fLsheets / Revision Date Title 1077 p`'ram& � A-V � wjis Size of Septic Tank /NO0 C'�4 Type of S.A.S. goo CSC. �, Description of Soil MOD - <-C20f _S.46- SA AJ-b ��(cal��S� PLA A1 Nature of Repairs or Alterations(Answer when applicable) _f JS'0fCt_ QJ&14.) l 586�2 C�u-Z> H f O 156_PT<_ Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board,of Hea . Signed i Date Application Approved by Y Date Application Disapproved by Date for the following reasons Permit No. o��(�j a Z -7 Date Issued ��2 oL k� nt No. , _ �'�� Fee bb -• THE COMMONWEALTHrOF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN'OF BARNSTABLE, MASSACHUSETTS Zipplicatioll for )Disposal Epstein Construction Vermcit Application for a Permit to Construct( ) Repair)6 Upgrade( ) Abandon( ) (Complete System ❑Individual Components Location Address or Lot No. (0-7 P ITGtIG?LS WAY Owner's Name,Address,and Tel.No. bOROTHY PlAA 00c Assessor'sMap/Parcel agq ' {f N>v1$ /0'1 PITewr.7t:5 CL44E 9yA1Ux.l(9 Installer's Name,Address,and Tel.No. .Sp$-*17?••$�-('y Designer's Name,Address,and Tel.No. �Og"�-'t 3-�3?"r Mrw— 1` �vk ST vs541 N[e.)1E G.u�44 'S Type of Building: `� i Dwelling No.of Bedrooms 3 Lot Size Q$7¢sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) `� Other Fixtures Design Flow(min.required) 33 4) gpd Design flow provided .3-7 9 gpd Plan Date rZ-OHO—01Of Number of sheets Revision Date Title 07 !?C]046;& WAV OVANXJIS Size of Septic Tank 5,00 63¢" Type of S.A.S. goo cavoL. P� ` p Description of Soil Mc-? SA 3(r..��I56—F pLA Al Nature of Repairs or Alterations(Answer when applicable)_ .SM9-TX4_(._ Nam) 1,50,2 C-Z4 ,,,D?J H--10 _5L"PT<_ _j`*Ak)L _ 1p oa<_) D--BOX ZU Ca, Soo �rkl r�r.� L &4 :AIUG— e-4AAf&DgS 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 Hea . Signed Date (a `;L JZ _;L0 0 Application Approved by Date Application Disapproved by Date for the following reasons Permit No. �0( � (7 -7 Date Issued ( � -�^j 2_ t , -----------------------------------------------------------------------------`---------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS k BARNSTABLE,MASSACHUSETTS Certificate of Compfiarice 4. THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired Upgraded( ) Abandoned( )by RA9MQ SEf U—C- +f at l o-7 V rrcaa2S Gclkf fY&)tU/S has been constructed in accordance with the provisions of Title 5�andd the for Disposal System Construction Permit No. 20 (, - 4S /dated Ci Installer �.�.J tit x171Wi !. a L•�. Designer #bedrooms ,� Approved design ow .3 gpd The issuance of this permit hall not be construed as a guarantee that the system will/functi ri as designed. Date Inspector ;,�!�► . ---- --------------- --------- ----- No. Fee `� t �� �7 c THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS Disposat *pstem Construction Vermit Permission is hereby granted to Construct( ) Repair(� Upgrade(✓) Abandon( ) System located at `O"7 LTGI 142M h�M&AY S 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. i Provided:Construction must be completed within three years of the date of this permit. Date P � ' �� Approved by � S 12/23/2016 14:03 5082730367 :5224 P. 001/001 ■ ■ ■ 'L ti' Town of Barnstable ' Regulatory Services ' Richard V. Scah,Interim Director MAW Public Health Division 039. Thomas McKean, Director 200 Main Street,Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Rate: Sewage Permit# A616 477 Assessor's Map\Parcel Z$9 8 a Designer: n5 SlnL, Instiller: Gage-wide Lnfw�cfse5 Address: 2b54 cra,,berr i hwAyAddress: 15� t=o�rr►ec-cto� SFree,.� East wcreiAatr Yl(t 0255$ Mas��e�� plA t72(o'19 On i`�"aa-oZo 1 , Co,eewic e. lr,Fue«ses was issued a permit to instalI'a (date) (installer) septic system at .P& 4'S LuoX based on a design drawn by (address) C lrn�lnee zo 'TVIC . dated V eC, ad/ 2-0 I (e (desig er) I certify that 1he septic system referenced above was installed substantially according to the design, w ich may include minor approved changes such as lateral relocation.of the distribution b x 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 1 ' lateral relocation of the SAS or any vertical relocation of any component of the septicsystem) but in accordance with State & Local Regulations. flan revision or certified as-built by designer to follow. Strip out(if required) was inspected and the soils were found satisfactory. I certify that he system referenced above was constructed a with.the terms of the IAA apr roval letters (if applicable) ��P�SH o cyG JOHN CHURCH ILL JR C Inst ler' Sig a ) NO te0� 4 0 is ( igner's Sig ature) (Affix Des' 7eamp Here) PL SE RCTURN TO ARNSTABLE PUBLIC HEALT D . CERTIFICATE OF COMPLIANCEWILL NOT BE ISSUED UNTIL 130TH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION, THANK YOU, QASeptic0esigner Cartiflci tion Form Rev 8-14-13.doc I T.O.F. EL.= 30.9'f FINISH GRADE OVER D-BOX= 29.7'f FINISH GRADE OVER CHAMBERS = 29,4' - 29,9' GENERAL NOTES WITH COVER OVER INLET& PROVIDE EXTENSION RISER r- REMOVABLE WATER-TIGHT COVER OVER SLOPE @ 2% MIN. OVER SYSTEM 3/4" TO 1-1/2 DOUBLE WASHED STONE TO CROWN OF PIPE FINISHED GRADE �± OUTLET TO WITHIN 6" OF F.G. � 'FINISH GRADE OVER TANK EL.= RISER TO WITHIN 6" OF FINISHED GRADE 4" SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS BOX 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION @ FOUNDATION = 30.1 30.0 t f (-5" DIA. OUTLET(S) MIN SLOPE 1% TO F.G. (SEE GENERAL NOTE#21) 2" OF 1/8" TO 1/2" DOUBLE WASHED METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL / 20"MIN.ACCESS STONE OR GEOTEXTILE FILTER FABRIC --� CODE AND ANY APPLICABLE LOCAL RULES. } - 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE j COVER(3 TYP.) 9" MIN. ' PROP. SCH. 40 S36" MAX. 9" MIN. 1 TOP OF SAS = 27N. ,23' -� PLACE RISERS ON ALL \� DESIGN ENGINEER. \ TH PROP. SCH. 40 36 MAX. 26.40' 36"MIAX. _ INLET PIPES TO 6"CHAMBERS IOF PVC SEWER /�" � BREAKOUT EL - 26.73 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL / PVC SEWER _ ! FINISHED GRADE SYSTEM UNLESS OTHERWISE NOTED. 2" DROP MIN. / MIN.SLOPE tg t r, 6" 3" , 3' DROP MAX. 3 9 L-1 8 ± 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN MIN SLOPE�, PROVIDE WATERTIGHT o ELEVATION = 26.73' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS, UNLESS A ( JOINTS (TYP.) 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET F 10' 4" PVC IN FROM EE FROM S.A.S. AND THE TOP OF 14" 27 20' SEPTIC TANK 4" PVC OUT TO O o CC LEACHING FACILITY -� o o o 0 o THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. o© 00 0 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. 27.45' 12" � o 4$" OUTLET TEE 26.77' MIN. 1 26.60' 2' o 0 0 0 0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 0 GAS BAFFLE 6" CRUSHED STONE o 0 000�' 00 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK C� o 0 0 o FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS OVER MECHANICALLY o� NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH -�--10.4' OFFSET TO FND COMPACTED BASE � AND DESIGN ENGINEER. OUTLET DISTRIBUTION BOX I 4.0' 8.5' (TYP) 4.0' I 6" CRUSHED STONE TO BE INSTALLED ON A LEVEL STABLE -4.0' 4.0' 4 83 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 30.00, OVER MECHANICALLY 25.0 (TYP ) ESTABLISHED ON A NAIL IN UTILITY POLE AS SHOWN ON PLAN. COMPACTED BASE �`, C C V BASE. FIRST TWO FEET OF OUTLET � , GROUND WATER ELEV.= < 19.40' PROPOSED 1 ,500 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL 24.40 12.83' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION ' " 2 - 500 GALLON CHAMBERS 5' MIN. CHAMBL., END VIEW THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT LENGTH 10'-6' WIDTH 5 -8 DEPTH 5 -8 Precassio Poca se CROSS SECTION VIEW j I 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES Precast Corp.,r ., Pocasset,MA) � TYPICAL CHAMBER PROFILE TO THE DESIGN ENGINEER. DIS r� t� 11t� � 1. ` 1!�� t li1L � � r , -. TAILS ALL JOINTS WHERE PIPE ENTERS AND EXIT NOT TO SCALE NOT TO SCALE I NOT TO SCALE S CONC. STRUCTURES SHALL BE MADE WATERTIGHT. SWING-TIES 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING PLAN NOTES: TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM 1.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE PROPOSED LEACHING DESCRIPTION HC-1 HC-2 �N \4� U PERC NO. 15221 APPROPRIATE AUTHORITY. FACILITY TO ENSURE CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS PLAN REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. SEPTIC COVER IN (1} 41.0' 25.8' gt� ay ettl. : j' I INSPECTOR: David W. Stanton, RS 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED e ' ��� EVALUATOR: Michael Pimentel, EIT, CSE UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR 2.) ENTIRE PROPERTY IS LOCATED WITHIN A DEP APPROVED ZONE 2 AND WELLHEAD PROTECTION SEPTIC COVER OUT(2) 45.1' 31.2' 1 - , TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. i j. , I� ,� i ! C.S.E. APPROVAL DATE: Oct. 1999 t f J 13. DOUBLE OVERLAY DISTRICT. ; `�T -.__- f t / WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT DUST AND FINES. CORNER OF STONE (3} 282 36.0' r ="-- �C i DATE: December 8, 2016 S 3.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH SEPTIC SYSTEM •� ! -------'"^ �`- 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE COMPONENT. / CORNER OF STONE (4) 15.4' 60.1' 7� ~V - -=� ./1►!t TEST PIT#: 1 :" ""=" 3Q JlM','�"• it MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. CORNER OF STONE r f ,�- ELEV TOP = 29.90' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY MAP 289 / (5) 28.2 63.9' t {I I �. - _ �t ELEV WATER = < 19.40' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). LOT 9 CORNER OF STONE{6} 36.8' 42.0' �',� LOG'`US 1 �, 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN of n PERC RATE 2 min./inch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. DEPTH OF PERC = 36" -54" 16. PROPOSED PROJECT IS LOCATED WITHIN: `i �fr�l Golf TEXTURAL CLASS: 1 ASSESSOR'S MAP 289 LOT 8 ;i4 • ' Course I OWNER OF RECORD: DOROTHY J. MANNING � 44 Fill m 4" - 29.57' ADDRESS: 107 PITCHERS WAY ' ��. p 'tea. A Loamy Sand HYANNIS MA 02601 •.' r C? � S T T 10Yr 3/1 6 1, i`�' .�l f�'�•�� r{' »� ')('`� � •� `" 8" 29.23' FEMA FLOOD ZONE X r J i '`� "' �-- ` �'`' ! Loam Sand COMMUNITY PANEL# 25001CO568J MAP 289 _ y a. LOT 13 L--= 2.5Y 5/6 17. DEED REFERENCE: K 28518, PAGE 85 co 36" 26.90' 18. PLAN REFERENCE: PLAN BOOK 84, PAGE 117 12 Perc 8" 5�`� a i `' Ll 25.40' 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. / 5' �, 't •� % �_-___ i 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY • • FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY �� aCEA,ro FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. 00 C Med-Coarse Sand 21. A 4" PERFORATED SCH. 40 PVC PIPE SHALT_ BE PLACED IN A VERTICAL POSITION TO A 2.5Y 6/6 DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3" OF FINISH GRADE. A �.. 30 REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. PROPOSED 1 500 GALLON SEPTIC TANK ( \ LOCUS PLAN 22. IN ACCORDANCE WITH 310 CMR 15.401 - 15.405, THE FOLLOWING LOCAL UPGRADE APPROVAL IS REQUESTED FROM 310 CMR 15.211: / 1 (1.) A 1.9'WAIVER (20.0 - 18.1') FOR THE SETBACK FROM THE SAS TO HOUSE FOUNDATION. x 30 SCALE: V = 1000' 126" 19.40' BH l 2 �_ 4' i #107 No Standing, Weeping or Mottling Observed > � 1) EXISTING X DESIGN DATA ' TEST PIT DATA �,P ., _ �,,�---___. DWELLING R OM 9 PERC NO. 15221 50xO' EXISTING SPOT GRADE TOF = 30.9 ± t NUMBER OF BEDROOMS DESIGN 3 I / 1p4, (FULL BASEMENT) (DESIGN) / INSPECTOR: David W. Stanton, IRS _.- - 50 _ EXISTING CONTOUR } , 41 GAS MAP 289 DESIGN FLOW 110 GAUDAYlBEDROOM EVALUATOR: Michael Pimentel, EIT CSE _ C.S.E. APPROVAL DATE: Oct. 1999 PROPOSED CONTOUR ' '' -� x ` 1 , r, LOT 8 TOTAL DESIGN FLOW 330 GAL/DAY f 30.2 I�t I- _> -~� 13,954 ± S.F. December 8, 2016 (6 ` 3) ��¢� DESIGN FLOW x 200 % = 660 GAL/DAY DATE 50 PROPOSED SPOT GRADE ! _ f TEST PIT# 2 PROPOSED DISTRIBUTION BOX \ X29.8 18.1' ' USE PROPOSED 1,500 GALLON SEPTIC TANK EXISTING OVERHEAD UTILITIES ELEV TOP = 29.70' PROPOSED (2) 500 GALLON -,� / \p i ELEV WATER = < 19.20' EXISTING WATER LINE H-10 LEACHING CHAMBERS (SLAB) PERC RATE = EXISTING GAS LINE .� 0 PATIO � Q 23° _ , _ 12� INSTALL 2 - 500 GAL. CHAMBERS w/ AGGREGATE DEPTH OF PERC = EXISTING CESSPOOL PROPOSED INSP. PORT SIDEWALL CAPACITY - % TEST PIT LOCATION TEXTURAL CLASS: 1 TP 2 O (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAL/DAY / % �- i I (25.0'+ 12.83') ( 2 } ( 2' ) ( 0.74 GPD!S.F.) = 112.0 GAL/DAY 011 29.70' 1 29x7 2Sx» l GARAGE i �- Fill O O O PROPOSED 1,500 GALLON SEPTIC TANK Q 0 � (SLAB) � 3 I � 4„ 29.37' - BOTTOM CAPACITY f w BIT. DRIVE }O A Loamy Sand PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE (5 ---_� -d Q (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAL/DAY 10Yr 3/1 x28'8 -' (25.0'x 12.83') (0.74 GPD/S.F.) = 237.4 GAL/DAY 8" 29.03' 13 PROPOSED DISTRIBUTION BOX {4) t W o HC-1-� \ ` 30- _ PROPOSED 500 GALLON LEACHING CHAMBER I _v TOTALS: B Loamy Sand x29.8 i I ~ 2.5Y 5/6 TOTAL NUMBER OF CHAMBERS 2 36" 26.70' REV. DATE , BY APP'D. DESCRIPTION TOTAL LEACHING AREA 472.2 sQ.FT. PROPOSED SEPTIC SYSTEM UPGRADE S780 54, 72"E i ✓ TOTAL LEACHING CAPACITY 349.4 GAL./DAY �15.5 ' / PREPARED FOR: j a x28 7 CAPEWIDE ENTERPRISES i Med-Coarse Sand 2.5Y 6/6 LOCATED AT Benchmark � EDG"''�-. � ���' , Nail in U.P. I EOFPAVEME�- �' 107 PITCHER'S WAY Elev. = 30.00' PAVEMENT / _ �� HYANNIS, MA 02601 Approx. M.S.L. %,••.�'"- � 126" 19.20' SCALE: 1 INCH = 10 FT. DATE: DECEMBER 20, 2016 �. No Standing, Weeping or Mottling Observed Aw "d 0 5 10 20 40 FEET 4.,� F �v` 0' PREPARED BY: (E'RIV ROSE-LANE RESERVES? FOR BOARD OF HEALTH USE �?�e y ��N4 '¢� NE ATE-40,w/DELAYOVT - ;C JC ENGINEERING, INC. �}v CNUR t1t�- � 2854 CRANBERRY HIGHWAY t SITE PLAN �Grs EAST WAREHAM, MA 02538 SCALE: 1" = 10' 508-273.0377 Drawn By. BJW Designed By BJW Checked By: MCP JOB No 3675