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HomeMy WebLinkAbout0067 LONG POND CIRCLE - Health 67 LONG POND CIRCLE Centerville A= 209 -032 J S M EA®� ��pa�s rov oc�ut�u No. 12534 2-153 M Mr U Nowwft �� w��rua� o� � TOWN OF BARNSTABLE LOCATION ' . �7 +/�;Y�f/P C t, SEWAGE#. ) v" �✓ VILLAGE � hGr �e� ASSESSOR'S MAP&'PARCEL INSTALLER'S NAME&PHONE NO. I A./3��� SEPTIC TANK CAPACITY/ /4©6 5�t-5-o o PC.-: /— /:5,0 0 LEACHING FACILITY.(type) CiMyl 6 411 (size) /3 X oLSX.a 5 NO.OF BEDROOMS SQN L/ate OWNER PERMIT DATE: 7 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 G s I X7 o 2-- `30 S1 � � b � •. A�3- ��tn°7 t 19 q2— � C-4 _ !0-I'5 r � - o 1-4D lb-Z ' Z. 574 No. Fee Ale THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: 1/ PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2ppfication for Misposal *pstrm Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 71��q pawl C,;v ¢ owA Owner's Name,Address,and Tel.No. /'par, �//�T7fHN �7_� QeA 4,A Z-, e q l r0AA I Assessor's Map/Parcel Installer's Name,Address,and tel.No: sb g__?62_6 2,3 Designer' Name,Addressand Tel No. 4ie94,--f- --jr Aw., Type of Building: Q Dwelling No.of Bedrooms Lot Size /f,4G12&_Ssq.ft. Garbage Grinder(A/)V Other Type of Building cs— — No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) �' gpd Design flow provided -0.5-5 gpd Plan Date- / "—!'s—� Number of sheets Revision Date Title Size of Septic Tanlsp Type of Description of Soil 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 B�oar, ealth.Se < Date l Application Approved by Date Application Disapproved by Date for the following reasons Permit No. �j� � � Date Issued Fee THE COMMONWEALTH F Entered in computer: f' g O MASSACHUSETTS Yes PUBLIC HEALTH DIVISION - TOWN OR BARNSTABLE, MASSACHUSETTS application for Vspka potem Construction Permit Application for a Permit to Construct( ) Repair(r) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components { . Location Address or Lot No. &.;71,o.vy J. /,C', ;,�'w,l�i Owner's Name,Address,and Tel.No. - Assessor's Map/Par elm * 1 , ?,L, N'/�rN 9itl r�. d'6 r�A . C<//t r►f.�tN Installer's Name,Address,and Tel.No. :j -'7G2, G y,-37 Designer's Name,Address,and Tel.No. Type of Building: rr Q Dwelling No.of Bedrooms c.J Lot Size /�4eAaSsq.ft. Garbage Grinder( _ Other Type of Building "'' No.of Persons Showers( ) Cafeteria( ) / Other Fixtures Design Flow(min.required) 73 2-5 0 gpd Design flow provided , gpd Plan Date ""/ `• — / 73r Number of sheets Revision Date Title r'��r. / f� 0!1 ai✓osi i -x .�'�if L"•J*� �y'%'j'�m/) t�' - /�i• Size of Septic Tankrf�/ y,'>` J�"<f/ Type of S.A.S. �,�-/� / �.G• ' ,�j"Jf� 'L Description of Soil ICJod Nature of Repairs or Alterations(Answer when applicable) - ,ee JW bO J Date last inspected: • ,w,,,. °Agreement: �� �` s '` t •; �„. `; The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions 3f Title 5 orthe Environmental Code and not to place the system in operation until a Certificate of C,��mpliance has been.i ed by this Bo d o ealth. _ • Sh ed - Date !ry 1 Application Approved by ! e ! s Date Application Disapproved by Date _ for the following reasons r' ' Permit No. 4` 9- 43�` ,,Date Issued ~ / 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 = // at - _�. o i-) C I' `[�r. � �"h�as bIeri c t cted in accordance with the provisions of At e 5 and the for Disposal System Construction Permit N4 F- 9CO dated Installer l 1 11 CC'ns Designer �Zl 6 #bedrooms Approved design flow Q gpd The issuance of this permit shall of be construed as a guarantee that the system will,<a c_tion ode-, d. _ Date + %/� �1 Inspector _ ��'"'` "� "�� ' - -----No.----- ---—-------- ------------ -- - - -- ------- e �7"��ff�s F e �r✓�'' THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal *pstem Construction Permit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon C/ System located at . MG 1�_ �`r ,70 C 1 ,-�!` ¢,'1 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 mus be cor#pleted within three years of the date of this permit. /Date 2 Approved by Town of Barnstable Regulatory Services y Richard V. Scali,Interim Director Public Health Division %639. Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: 6/ Z 9 le-, Sewage Permit# WV'-a-'10 Assessor's Map\Parcel / f Designer: L����� Installer: I l 1 �j u (� 8 CCh5J Address: Z Address: 'PdX� 0 S OnI1 7 7 RaZZ5 was issued a permit to install a (date) (installer) septic system at �D`l Lc based on a design drawn by (address) c dated71-1-1114 �. (designer) Y _.� I 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 i ;p,liance with the terms of the IAA approval letters (if applicable) D VI D r 064 FLAHEFRTY, JR. (In taller's Signature) No. 1211 �t �01 TE � . s4Nltai���� (Designers' Si ature) (Affix Designers ' mp Here) alp .:s PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILTCARD ARERECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. ,. I ,< # Q:\Septic\Designer Certification Form Rev 8-14-13.doc t - 4 Town of Barnstable P# 15(a 5 Departinent of Regiilatory Services I nAn,Va'rAmiA F Public Health Division Date �- 1 -V, Macs. 14 9•A�� 200 Main Street,Hyannis MA 02601 b Date Sched � Tim ! (o ' /UU uled e Fee Pd"_ - Soil Sifitability A sessment for Sewage Disposal A Performed-By- d►—e� �. 7` 'r J7Ltf • Witnessed By: LOCH Ir/O & GVE ll RINFO ON 4Ar,0140U L ?sTLocation Address�7 i Owner' L ' " e512-1-30 Address Assessor's Map/ParccL ("I 3 Engineer's Names SUY� NEW CONST1tUCTION REPAIR Pr Tela hono# S C 6 00 Land Use• �/dle VAC=S��EitG�_ Slopes( ) ✓kr �`� z uy Cu 96 S rfhce Stones W Distancos from: Opon Water BodyG �f ft�POsslble Wot AreCu �i�JIJ� ft�Drinking 1'Yatcr Well Dtalhago Way ft Property Line I'm f ft Other AOW 7,v ft SKETCH! Street name,dimensions of lot,exact locations of tent hOle9& are tests,locate wetlands n proximity to h ) O co,IV lip\ Q (ZG c. �- � 5 Parent material(geologic) D. th to Bedrook Depth to Groundwater. Standing Water In Halo:- /L/O Weeping froln Pit Roa Estimated Seasonal High Groundwater DETERMWATION FOR SE ASONALHIGDWATER TABLIM \ Method Used: Depth Observed standing in obs.hole: In. Depth to sell mottleet In,' Delith to weeping from side of ob.hole: In, aroundwator AAJustment dw & indexWelI�1 - RondingDate: lmvol Index Adj faor ct „Aft✓` Adj.GrounattiLevel,, �3 PERCOLATION TEST /Daind B iii Uwe Observation Z Hole# Time at 4" zo,. �f n Depth of Pero �� ` Time at 6" Start Pro-soak Time l� ' D 9 Time(V-6") ✓ �T, .�r End Presoak Rate Min./Inch Site Suitability Assessment: Sltd Passed Sltp Failed: Additional Testing Needed(Y/N) Original: Public Health Dlvlslon 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 DEEP.OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Sdil Color Sall. Other Surface(in.) (USDA) (Munsell) Mottling (Stnueture,Stones;Boulders. Corlaistency,96 Oravoll G DEEP OBSERVATION HOLE LOG Hole# <—? x 8.7 Depth from Sall Horizon Soil Texture Sall Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. 3 '� �J4 S +V✓J 7� $� �6 q �' . DEEP OBSERVATION HOLE LOG Hale# Depth from Sall Horizon Soil Texture Sall Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders, DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Sall Texture Sall Color 8011 Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. 0 Flood Insurance Rate Map: Above 500 year flood boundary No— Yes Within 500 year boundary No_ Yes Within 100 year flood boundary No.�_ Yes . Death of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious mtiterlal exist in all areas observed thrpughout the area proposed for the soil absorptibn system? -e Tf not,what is the depth of naturally occurring per4fous material? Codification J" 9� d e I have ssed the soil evaluator examination approved b the I cord that on ( at ) v a pP Y certify � P Department of Environment 1 Protection an4 that the above analysis was performed by me consistent with . the required tral po sea e p co described in 410 CMR 15.017. Signature Date Q. EPTICIPBRCPORM.DOC TOWN OF BARNSTABLE LOCATION ALONG POND CIRCLE SEWAGE # qq VILLAGE CENTERVILLE ASSESSOR'S MAP & LOT, INSTALLER'SEF_"E P&PA CO. 362-6237 SEPTIC TANK CAPACITY S o LEACHING FACILITY:(type) (size) X S NO. OF BEDROOMS_ 1,4' PRIVATE WELL OR PUBLIC WATER SU f3 Q L BUILDER OR OWNER MR. ANTHONY ANTIN DATE PERMIT ISSUED: 9 1 DATE COMPLIANCE ISSUED: /. VARIANCE GRANTED: Yes Noi t � �' Lc��- pews �irccc.t ._��, �. C f � '� S� � _ � � t f � �� �� CENTERVILLE y5 Q,z7 I o Rp• PARCEL ID: �� o G 209/90 r�°' LOCUS PARCEL ID: 5 II �, �1�E sr• 209 30 l t_ JUL - 201$ ;b 9 / .....o................. C) PARCEL ID: 0 209/32 O AREA=.99 ACRES IP l icy LOCUS MAP N o co rn � w N LOCUS INFORMATION � OAK S07� \ N O N®® PLAN REF: 171/131 & 171/133 z VENT O TP#1 18„ �� TITLE REF: 31 44/270 ® PARCEL ID: MAP 209 PAR. 32 A ZONING: tD-1" & "SED" NOT IN STATE ZONE II " S EECH 14 Sp• O ® OAK� FLOOD ZONE: "X" 9.S lP 2 TIE PROPANE �. Q -Q \ ry O 50' �\ - ! WATERTOP OF COMMUNITY PANEL: 25001CO564J DATED:07/16/14 -� �!� DB-9 Tq��,q '� 133.6' ' EL=24.8 SEPTIC SYSTEM 110.2' m LONG o R-s8.47 L_63s 50 8o 6 LLY n,�PP�� � REPAIR PLAN ROUND CONC. 8 GPoj� \ I LOCATED AT: BOUND (FND.) 5�82,. may, OAo PROP. PATIO Sty. \� 67 LONG POND CIRCLE LON ` � � o2� F ,cyo CP /1— �� TBM=41.27 CENTERVILLE, MA. G �3 s'F MF #r 67 52 50 SSG 'J ��No \ l� TOP CORNER OF EXPOSED FOOTING PREPARED FOR cP/ / �% 3-BEDROCh,� TCF=49.79 CAST. 4'V S8 2 J 0 N A TH A N D & D E B R A E. Vv/ >',� \2'30 E C H A P M A N � N \\ JULY 5, 2018 w 0 0 UPOLE / �T I?- 01. PROP. o�� � C.O. Q POND ?��'��N 0 v 4ggS'cyG LAMP oe I EDWARDA. s \ STON i o.2 9 ELECTRIC CONTROL BOX O oo �o� F, I Q r^ G �N./VISUAL & i� N I O \ r C N AUDIBLE ALARM % \ / i W Xk- PROPOSED 1500GAL TWO COMPARTMENT ( O t I 1 SEPTIC TANK & / rn �� I — PUMP CHAMBER { �� I GRAPHIC S C.AIDE LA ,�� �� ��' � E . A . S . +)Po E , -Q SURVEY, INC. , 30 o is o so 120 \ O } \ 1 P.O. BOX 1729 x E . LOCATE, PUMP: , SANDWICH, MA. 02563 i CRUSH, SANDFILL AND 41 ,, FEET ABANDON CESSPOOL I \ , q � �f� = nf, y' PER TITLE FIVE \I _ i(J - - •" " ' I'� .67 BUS: i508;8-88-3619 CELL:(,503)--27-:;600 _ `g'�; E PARCEL iG _ ROUhiD`CONC. 7 "J — BOUND�FND.}�j / 209�34 SHEET I. OF 3 '1 T201 4" SCHEDULE 40 P.V.C. HOISTING CABLE MIN. PITCH 1/4" PER FOOT 2" SCHEDULE 40 PVC WITH QUICK RELEASE - (10' MIN.) PROPOSED 2" BALL VALVE QUICK DISCONNECT 4" SCHEDULE 40 P.V.C. EXIST. C.I. CLEANOUT MIN. PITCH 1/8" PER FOOT 41.27 CLEANOUT SCREWCAP ELEC.BOX. EL 4 (TO GRADE) COVER TO " WITH " .• ` . GRADE SCH40 PVC 4 SPEED REDUCTION TEE AT INLETS EL=49.0 FOOTING ,,. :::::::: ,;; >..::;::::: ,i,a,,,>.�,,,,•,.,.,. 6" MAX. ; RISER R RISER 9" MIN. COVER ISER & 5'LONGEST DOSING CALCULATIONS: 45` INVERT RUN SWEEP EL=39.7 EL=38.2 COVER S=.01 24" COV. (AS'NEED.) LEVEL DESIGN FLOW TO CHAMBERS = 110 GPD 4"CAST IRON 0 GRADE of �5o FOR 2' SEE P . 3 50' FLOW LINE 2,cS�R� s o� - I � REQUIRED EMERGENCY STORAGE = 110 GAL I FOR EMERGENCY STORAGE PROVIDED = 229 GPD (1.83' X 125 G/FT) 10" 14"1 2" BALL.CHECK ?RESS�R INVERT I INVERT NUMBER OF DOSING CYCLES = 1 PER DAY/TITLE V INV.=39.65' lF S. A. S.MIN' ZABEL VF EL=44.32` 6°;SUMP EL=44.12 _ DEPTH PER CYCLE = 0.92 (11 INCHES) 4 BAND 1/4" WEEP HOLE EXIST. FILTER ¢ IN DISCHARGE PIPE 6" BASE OF PROFILE 0.92 X 125 = 115 GAL/DOSE STAINLESS INV.=36.65 49 BAFFLE MECHANICALLY STEEL TANK 2 COMPACTED SAND DESIGN TDH = 15.89 < CHART © 40GPM CONNECTORS 1 22" ALARM ON 36.62 - ON PAGE 3 PROP. DB9 DESIGN GPM (6.97 + 8.92) - 15.89 INV.=38.45 ¢ 6" PUMP ON 36.1z RUNNING TIME = 115 GAL / 40 GPM = 2.87M o DISTRIBUTION L 11" PUMP OFF 35.20 BOX (H-20) 2 MIN. 52 SEC EL=34.37 10" SUMP EL=34.1 PUMP SHALL BE FLOAT ACTIVATED SET PER 6" BASE OF MECHANICALLY COMPACTED SAND INTERVALS SHOWN. VISUAL/AUDIO ALARM SHALL BE MYERS, GOULD, LIBERTY LOCATED IN A CONSPICUOUS LOCATION WITHIN PROPOSED (H-10) (OR EQUAL) 1/2 HP PUMP THE DWELLING AND SHALL BE POWERED BY A TANK #� � 1,500 GALLON • , 2" DISCHARGE AND/OR CIRCUIT SEPERATE FROM THE PUMP POWER SUPPLY EQUIVALENT PASSING 2" 2-COMPARTMENT TANK souDSCONCRETEING ON OCKS"x16' DESIGN FLOW: 1 BEDROOM-110 GPD(1 BED. DOSE CYCLE) DESIGN NUMBER OF BEDROOMS......... 3 t.7EN ERAL NOTES DOSE - 1 TIME PER DAY GARBAGE DISPOSAL............ NO 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. DATA; TOTAL ESTIMATED FLOW TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS I CERTIFY THAT I AM CURRENTLY APPROVED BY THE DEPARTMENT OF (11 O GAL./BR./DAY X 3 BR.) FOR SUBSURFACE DISPOSAL OF SEWERAGE. ENVIRONMENTAL PROTECTION PURSUANT TO 310 CMR 15.017!TO CONDUCT " ---- 2. ALL ACCESS PORTS OVER TANK TEES SHALL BE SOIL EVALUATIONS AND THAT THE ABOVE ANALYSIS HAS BEEN PERFORMED 33OGPD X 200% = 660 GAL BY ME CONSISTENT WITH THE REQUIRED TRAINING, EXPERTISE, AND EXPERIENCE USE PROP. 1500 GAL. & 2 COMP. TANK ACCESSIBLE WITHIN 6" OF FINISH GRADE, WITH ANY REMAINING DESCRIBED IN 310 CMR 15.017. I FURTHER CERTIFY THAT THE RESULTS OF MY ACCESS PORTS BROUGHT TO WITHIN 6" OF FINISH GRADE. SOIL EVALUATION, AS INDICATED ON THE ATTACHED SOIL EVALUATION FORM, 1000 GAL. & 500 GAL. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE ARE ACCURATE AND I ACCO A E->WITH 310 CMR 15.100 THROUGH 15.107. CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE INSTALL: 2(H-20) 5000AL CHAMBERS (W/4' CRUSHED STONE UNDER OR WITHIN 10' OF DRIVES OR PARKING AREAS THEN THEY ON THE SIDES AND ENDS). MUST WITHSTAND H-20 LOADING. EDWARD-A- STOKE, PLS, CERTIFIED 901L EVALUATOR SE#2359 4. THE EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATION !; SOIL CLASSIFICATION........... OF ALL UTILITIES PRIOR TO ANY EXCAVATION. DESIGN PERCOLATION RATE..... <2 MI IN. 5. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE TEST PIT RESULTS: P #1 5652 EFFLUENT LOADING RATE.........__74___ OR WITHIN 6" OF GRADE SHALL BE MORTARED IN PLACE. 6. FINISH GRADE SHALL HAVE A MINIMUM OF 2% GRADE REQUIRED LEACHING CAPACITY.....33_0 GAL,�DAY OVER THE S.A.S. AND DISTRIBUTION BOX. SOIL TEST DATE: APRIL 30, 2018 LEACHING CAPACITY PROVIDED.....353_GAL,�DAY 7. SEPTIC TANK SANITARY TEES SHALL BE CONSTRUCTED OF B.O.H. AGENT: DON DESPAARAIS c SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6" ABOVE _ IDEWALL:(13' + 25')x2x(2 SIDES)(.74)= 112.5 GAL/DAY THE FLOW LINE AND SHALL BE ON THE CENTERLINE AND SOIL EVALUATOR: EDWARD A. STONE i BOTTOM: �13' x 25')(.74)= 24G.5 GAL/DAY LOCATED DIRECTLY UNDER THE CLEANOUT MANHOLES. _ 8. THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN BACKHOE: ELLIS BROS. TOTAL= 353 GAL/DAY 2 INCHES NOR MORE THAN 3 INCHES ABOVE THE INVERT __ 353 GPD PROVIDED - 330 GPD REQUIRED = 23 GPD RESERVE ELEVATION OF THE OUTLET PIPE. Tu #1 EL.= 49.6 PERC <2MPI @72" BOTTOM ( OM 9. THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES. 10. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A GAS ELEV. DEPTH '(IN.) HORIZON I TEXTURE COLOR MO T TLINGI OTHER SEPTIC SYSTEM DETAIL PAGE BAFFLE, 4 INCHES IN DIAMETER AND CONTRUCTED OF 4" PVC. .11. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND 49.3 0"-4" (AEO) I LOAMY SAND 10YR4/3I N/A #67 LONG POND CIRCLE FIRST TWO FEET OUT OF THE DISTRIBUTION BOX SHALL 47.9 4"-20" B LOAMY SAND 7.5YR5/6 N/A BE LEVEL. CEN IERVILLE, MA. 12. CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION 44.8 1 20"-58" CT SILT LOAM 1pYR6/6 N/A TO EAS SURVEYING INC. FOR B.O.H. AND DESIGN JULY 5, 2018 I ENGINEERS REVIEW AND APPROVAL. 36.6 58"-156" C2 I MEDIUM SAND. 2.5Y7/6 NfA 13. PROPOSED SEPTIC SYSTEM IS NOT WITHIN.STATE APPROVED ZONE II NO MOTTLES, NO GROUNDWATER r; CONSTRUCTION NOTES: TH #2 LL. = 48. 7 1: CONTRACTORS j INSTALLERS SHALL VERIFY GRADES ARID ELEV. -DEPTH (IN.) I HORIZON TEXTURE COLOR �MOI TLINGI OTHER � DAV cy� �-- E . A , J,, ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING I WORK ON THE SITE. 48.E 0"-4" (AEO) I LOAMY SAND 10YR4f3I N/A N I i SURVEY, INC_ 2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE 46.7 4"-2�" B LOAM SAND (R c N /a ! FLA / I P.O. BOX 1 72 r 1`r r, i I I ' I 7.5' 5/6 I /• J 1 / I 9 ! I WITH DEEDED OR ZONING REG -ATIajS. O'WINIEP / APPLICANT I d 7 I 2a: -d6" C1 SILT LOAM 10YR6 u I ^l A P RC 'Q � SANDWICH, MA. O2JJ J / .! / I F �, !! IS TO OBTAIJ�I SUCH DEER;/II�,�IIOiJ FROM APPROPRIATE AUTHORITY. _�------- 3. ALL SYSTEt,:4 COiV!PONENTS SHA_L BE MARKED WITH kIAG,NETIC MARF!fdG 35.7 1 48"-i56" I C2 j 41EC'IUi�J SAND 5' 7/6 I N/A I S�STE N BUS: (5O8)888-3619 CELL: (jO3}527-3600 TAPE OR A COPAPA!<ABLE IvJEAt�1S _ ANI iAR1►' NO MOT LE S' i a0 GROUNDWATER I ER `� SHEET OF 3 J1 2015 2" LAYER OF • 1/8" — 1/2" 4" SCHEDULE 40 F.V.C. DOUBLE WASHED STONE VENT MIN. PITCH 1/8" PER FOOT OR FILTER, FABRIC CLEANOUT 49.8 SCREWCAP 48.1 48.3 49.5 49.6 50.0 ....................;:;i; :i:;i:: „ii:;::a;:: ;i:: 47.6 pia iiiii; .ii iiiiiiiiiiiiiiiiiiiii ���������������������� �����:iiiiiiiiiiiiiiiiiiiiiiiiiii�i:::i:;: iiiiiiii: �����•�� 4' 4" SCHEDULE 40 P.V.C. RISER CLEAN SAND FILL RISER 33' © s=.os � RISER /N11�J. PITCH 1/8" PER FOOT AS NEED. PER 310 CNR 15.255 45.0 CLEANOUT i' 33' O S=.02 ��� LEVEL 45.0 _ W/SWEEP LIC�UID LEVcL FOR 2' 2'�® S=.01 4' gfg 4' TO GRADE 46.34 10' 46.1 . 0 0 ® ® ® ® ®E�j ® ® ® ® ® ® ® o 0 48.19 INV. MIN. 14 INV. f' SUMP 0 TIE EXIST. 44.32 6" BASE OF 44.12 0 0 ENDS INV. EI MECHANICALLY INV. ® ® 49" ADD .47 0 0 I GAS COMPACTED SAND 44 0 4 ® 4' 42.0 BAFFLE TANK 1 PROP. D_89 INV. 3/4" TO 11/2" ON PAGE 2 f DISTRIBUTION (HI I�O) DOUBLE WASHED STONE 25.0' I 6" BASE OF MECHANICAY COMPACTED SAND 418 LL 2—5 0 0 GAL. (H—2 0) CHAMBERS M ' PROPOSED (H-10) (5'—O')W X 8'-6"L X 3'-0"H) 1,500 GALLON TANK SOIL 'ABSORBTIQN (TRENCH FORMATION) SYSTEM (S.A.S.) 13' X 25'CTANK #2 ) BOTTOM OF TEST PIT #1 ELEV.= 35.7 a ,y 11 Li P�\O BATH KIT BATH LZI Q U Q BEDROOM BEDROOM BEDROOM U N CD MUD HALL ROOM FUNFINISHED I - I I FAMILY1 FAMILY KITCHEN I ROOM I ROOM _ SEPTIC SYSTEM DETAIL AND HOUSE LAYOUT PAGE ' U O _ r t — #67 LONG POND CIRCLE I ( CENTERVILLE, MA. ! JULY 5, 2018 I O I LIVING FAMILY ROOM ROOM l ���" of kn A �r�, SURVEY, INC. ENT FL , � ! / P.O. �— - - - - — - - - - - - - - - - - — - ..� _ . :z .O. BOX 729 N .121 II o i / SANDWICH, MA. 0256._3 — i FG sTE R LO0 D sR� B US: �JS i S8g— 619 CELL: 3600 J� FM _ \ -� �n L ApITAR1 auf - 7 u SHEET OF 3 J#2015