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HomeMy WebLinkAbout0028 HARRINGTON WAY - Health ..28,.Harrington kW,ay .Hyanni8 r ► A=.288 =?050 TOWN OF BARNSTABLE 1 _ . LOCATION f�c rrl2l / ►, ZA T SEWAGE # oVQ7—&'9 7 VILLAGE/�9&/L ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY —z4122� /e^�, LEACHING FACILITY: (type) GYM (size) NO.OF BEDROOMS— BUILDER OR OWNER A,�b r� ne PERMITDATE: G COMPLIANCE DATE: 07 Separation Distance Between the: . Maximum Adjusted.Groundwater Table to the Bottom of LeachingFacility Feet Private Water Supply Well and Leaching Facility (If any wells exist 1 on site or within 200 feet of leaching facility) Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by I We �, �_ -� � � r � � � �` .r:P.- �� w �� '� ��. �o ,. �d `�/ N,69�v { Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Ye pplication for izponl *proem (Eon5tructton Vermtt Application for a Permit to Construct( Repair( ) Upgrade( Abandon( ) El Complete System ❑Individual Components Location Address or Lot No. Cv/f t i1 q �6✓t L V G lQ Owner's Nae,_Mdress;and Tel.No. 7 7J`6ZS� ��vlwt7 �� ,t<_T tcf Assessor's Map/Parcel Co(+e�'",.t' Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. .5,� fyllow rT . turf ctc�r '/S` �v"l key��� � ®G,'r� �c�2 � ' ��z✓T) Vt, Type of Building: Dwelling No.of Bedrooms 2 Lot Size 7_74�) sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required),&q///) — ,�� gpd Design flow provided �3��'.'Zgpd= Plan Date ! Number of sheets , Revision Date T; Title Size of Septic Tank /�5 00 Type of S.A.S. 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 o 'Ith. Sign d p. ate Application Approved by Date Application Disapproved by: ell Date for the following reasons Permit No. "� Date Issued �& k No. ��.. �:. ,. • Fee THE CCf11AMONWEALTH OF MASSACHUSETTS Entered in computer: Ye PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ZippYication for Migpogar 6p2;tem Con5tructiou Permit Application for a Permit to Construct(✓j Repair O Upgrade(01 Abandon O ❑.Complete System ❑Individual Components / ,,. lilt Location Address or Lot No.;j� Cc (i Y!g � ✓t G 507 T Owner's Na e, ddress,and Tel.No. 7 �'2 SF ' Ll Gt 1� )�! a �� 82� �KD rD��G�P 7D viG f �Assessor's Map/Parcel ( vt N 1. .7P S 6Ci ,o Installer's Name,Address,and Tel.No. J7 Designer's Name,Address and Tel.No. ©w K (2ce foe �N t ne-er e ►A ' Type of Building: Dwelling No.of Bedrooms Lot Size J_?e� sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures .,� fDesign Flow(min.required),%//G � gpd Design flow provided gpd - Plan Date ,?/� �` G Number of sheets J _ Revision Date Title �5'• Size of Septic Tank / GO Type of S.A.S. Deicription 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 .oard of'ealth. g n d f CJ ! ate Si .Application Approved by,a.- ( r Date b - Ap, plication Disapproved b LIZ Date y for the following reasons Permit No. "� r Date Issued —————————-- P�r -7 �y tk THE COMMONWEALTH OF MASSACHUSETTS / BARNSTABLE MASSACHUSETTS Certificate of Compliance t THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded ( ) Abandoned( ) y t at , a has been constructed in accordance with the provisions of Tit e 5 and the fo Disposa System Construction Permit No. i dated Installer Designer #bedrooms Approved design flow �� gpd The issuance of�is per it shall not be con rued as a guarantee that the system wn o�as esi ed! L' / r l Date 'I Inspector � d J i ,, v , ------ �'—i--�---- No. Fee YE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS Digpogal 6pgtem Congtruction Permit Permission is hereby granted to nstruct ( p ) Repair ( ) Up rade ( ) Abandon System located at' ' 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. Provided: Construction must/be completed within three years of the date of this Date Approved by FROM :down cap= =ngineering inc FAX NO. :15083629880 Sep. 19 2007 10:30AM F1 o y , Town of]Barnstable Regulatory Services `' . 0}1 7°la�affias F. ���er, Director z< o r e1J Public F3emkb Dtvision o � Thomas McKean, Director zoo Magin Street,Dd annis, MA 026Q1 Office: 509-862-4644 Fax: 509-790-63N Installer & DesbgmDertertifacation Form // C L Dare. G -°?6-d? Semlaae Perri �d07 r39 - Assessorts Map\Parcel 1CLeF9,w� r, . Add.ress: On �—�¢ _ °? 7, aM ,le1i,qe-, w gs issued a permit to install a (ci2id) ,/_/ (znscalier j septic system at °2� 1 0'V'�`, Y) v w based on a design drav-m by (addres led _ dated I ceruf�, fhAi the septic s\Istem referenced above was installed substamially according to the desigrL, Which may include minor approved changes sun as lateral relocation of the distribution box azdlor septic tank. 1 cg:pti.`y, Iihat the septic s},stern referenced above was installtd with major changes (i.e. c�eat.far r17an 10' lateral relocation of the SAS or ant vertical relocation of any component or ril septic system) but m accordance A° th State & Local Regulations. flan revision or cerdned ae-b esigner to follo'A. (No R.NE FIOJALAs Sig re) Civu..30 y2 4 (Design,n, er's signatu ) (AfYix Designer's Stamp Hem) PLEASE RET TO BARNSTABLE PUBLIC HEAL`T 14 DIVISTQN. CERTIFICATE. Q COMPLIANCE W%L NOT BE ISSUED UNTIL BATH THIS FORM AND AS-BUILT CARD ARE_ ItEC1 Ii 3Y 7 xE BARNSTABI,E:PUBLIC HE,LTH DIVISION. THANK YOU. HcaILYSev6c/Dcsicrer Cerlifieation Form 3-26-04.6oe i' 4 ! � r j. No. Fe THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTAB.LE, MASSACHUSETTS Ye Zpprication for �Digo�al *pztem �Con5t ction Permit Application for a Permit to Construct O Repair®O Upgrade O Abandon O Complete System ❑Individual Components Location Address or Lot No./ �,- 41a-_,Ic✓ a&c Owner's Name,Address,and Tel.No. ilL�fG�/ Assessor's Map/Parcel 6,9 3 _�o �d F`- Installer's Name,Address,and Tel.No. .7A-Yo,,7 4•Sev Z-4 — Designer's Name,Address and Tel.No. 726 7 20ci/—�XJY:,2 e- 117(*7_9 Type of Building: Dwelling No.of Bedrooms v2 Lot Size a2 U _JolO sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons a2 Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided .33 f,-era gpd Plan Date '7//3/0 Number of sheets Revision Date Title Size of Septic Tank IT00 icy Type of S.A.S. 7..;?$-,e to S e Description of Soil r—my�'e S e,641 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 is by this Board of Heal• . Sign Date Application Approved by Date Application Disapproved by: Date for the following reasons Permit N CC 7 r Date Issued ----k.— a a� /00 No. r `,� Fe THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Application for �B opogaY *pgtem (to=stem n Permit Application for a Permit to Construct Repair Upgrade Abandon pp O p ( )r Upg O O ❑Individual Components Location Address or Lot No./ 11y1 4144�j�/'wC Owner's Namg,Address,and Tel.No. /�/ll// e 0!/�fe ✓Q � Assessor's Map/Parcel 8- L���C;. a e&0 �.��7- - Installer's Name,Address,and Tel.No. -TAXA017 Q.SOV Za--' Designer's Name,Address and Tel.No. er4v-,07 Q`7 Co-un-ey f.7^y l Le ,AO S 4l'- 55' " 776 61 Type of Building: r, Dwelling No.of Bedrooms oe� Lot Size U , 3Dp sq.ft. Garbage Grinder ( ) 1 � Other Type of Building No.of Persons Cl? Showers( ) Cafeteria( ) ` Other Fixtures Design Flow(min.required) gpd Design flow provided 33/. Fo gpd Plan Date '7.//3/o 7" Number of sheets Revision Date Title Size of Septic Tank /U Type of S.A.S. 7 .n",e Description of Soil 4 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 is by this Board of Heal . -7113 Sign Date Application Approved by Date U Application Disapproved by: Date for the following reasons Permit Nq,. y"' 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 a 6 A - 3wZr----. at 1 1 haS been constructed in avc-ordance with the provisions of Title 5 an the for Disposal System Construction Permit No dated Installer,7p}SUV1 >�-i . �OU Z` , Designer #bedrooms - Approved design flow gpd The issuance of this p 1 not b' construed as guarantee that the system i flu ction as designed a —� Date Inspector,-, %�7-� ------------------------------------------- No. Fee �- THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS 1i!5po!5ar 6p5tem Cow5truction permit � Permission is hereby granted to Construct ( ) Repair (X Upgrade ( ) Abandon ( ) J W, System located at ' 1 t 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. '``_,. -Provided:.Con t ction just be.completed within three years of the date of th' e , i . .� Date tz; Approved by //94� r a F 10/15/2c17 -;q: 1a FAX [a13C,V001 Town of Barnstable Regulatory Services ..� a Thomas F. Geiler, Director ]EVI N LE. t 98, 650- Public Health Division Thomas Mclean, Director 200 Main Street,Hyannis, MA 02601 Cifi,:t 4-08-862-4644 Fax: 508-79'0-6304 Installer& Designer Certification Form Date: 7/18/07 Shay Environmental Services, Inc. Installer: American Excavation Address: P.O. Box 627 Address, Carriage Shop Road East Falmouth, MA 02536 Falmouth, MA On�a 7/?6/07 American Excavation Jason Souza was issued a permit to install a (date) (installer) ep*: c system at 136 Highland Avenue, Cotuit, MA based on a design drawn by (address) __ ShAy_Environmental Services. Inc. dated 7/12/07 (designer) d I certify that the septic system referenced above was installed substantially according; io the design, which may include minor approved changes such as lateral relocation of t:h:e distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.t:.. 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. I"of 41� c u staller's Sig e) o CARMENE. c� SHAY No_ li8l (Designer's Signature) (Affix �Ip Here) f'j,'A.6;E RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE' OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND A11: )BUILT CARD ARE RECEIVED BY THE BARNSTABLE PU13LIC HEALTH DIVISIONv', TR_XNK YOU. Q:FlealtziSeptic/DesignerCcrtification Form V" *NOTE. ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. vp� PTPE SO Least 24 inches top) + - Existing Foundation �houqe,to septic tom Schedule 4o PVC ,►/Charcoal Odor F11ter TOP OF FOUNDATION = ELEV. 100.00 (Assumed) over t ,n,,�, ;t be PROFILE VIEW OF ADDITION TO LEACHING SYSTEM ' of Fli AW grade Crode over Septic Tat- 9&W 0►odr over D-Box-9d00 ovr SAS-98.00 3 HOLE H-10 SECTION A A '�"� r>tsr./N - - S- 0.02 3' wadmun _ washed ` o0 12 NEW n 1,500 GAL SRO OI or Greater Per , ToP OF srt.n- rev -9s 7s 3/4' to of 1 2 '/rimed Cnished StPeast riot EXIST.FounsATta rn m SEPTIC TANK Nto S. off" fr�O En ctive�� A W `� Obi ^ 5• 4•PVC(CARED)NSPEC" PORT TO r i.,��' CONCRETE FULL ra1HDA 'o a H-10 ui PWAUED AND TO BE wnitM e•OF CRADE i uJ `\ c a' N 0.83' (10 inches) " aor�+b�4 a.� oae Nib�O rir,.»i:"ws : on SYSTEM PROFILE 5 �+of 3/4•-1 1/2" o o p - 5 compacted stone ; o o g Not to Scale - � o GENERAL NOTES rn 5 Units e 6.25' 31.25' 5 S 1 3.5' 3.5' 3' 3' 1. Contractor is responsible for Digsafe notification, Verification of Utilities 6 loaf 3/4•-, 1/z' y 3 31.25' and protection of all underground utilities and pipes. NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 8• BELOW GRADE compacted atab a Er,:.c+sr< ,nda, $ Effective L, th 2• The septic"tank /4 distribution box shall be set level on 6 of 3/4 -1 1 2" stone. o m me 3. Backfill should be clean sand or gravel with no p Bottom of Test Hde 2 Elev.- 87.00 SOIL ABSORPTION SYSTEM (SAS) stones over 3" in size. Z 4. This System is subject to inspection duringinstallation PERCOLATION TEST W Groundwater Observed - NONE OBSERVED INFILTATROR HIGH CAPACITY (H-20 LOADING)/ GEORGE ❑'BRIEN by Carmen E. Shay - Environmental Services, Inc. P 1 1847 (OR EQUIVALENT) Not to Scale 5. The contractor shall install this system in accordance Date of Percolation Test DULY 11, 2007 NOTE: OVERALL HEIGHT OF INFILTRATOR IS 18" /EFFECTIVE HEIGHT IS 10" with Title V of the Massachusetts state code, the approved plan Test Performed By. CARMEN E. SHAY, R.S., C.S.E. and Local Regulations. Results Witnessed By. DONNA MOIRANDI (BARNSTABLE BOH) 6. If, during installation the contractor encounters any EXCAVATOR: Shay Env. Svcs. y WnET PM n,w Tr+E \ soil conditions or site conditions that are different IN eox SHALL BE from those shown on the soil log or in our design Percolation Rate: Less Than 2 MPI ® 36" sLT FOR AT LEAST 2 Fr. ,�' 1E ooVM installation must halt do immediate notification be Test Hole Test Hole ''-' 3-ar aun.ET �'-�- made to Carmen E. Shay - Environmental Services, Inc. No. 1 No. 2 KN0d�01� 7. No vehicle or heavy machinery shall drive over the DEPTH SOILS ELEV DEPTH SOILS ELEV r - 5.5• ou1L�T ,z' ssFr septic system unless noted as H-20 septic components. 0 9aoo 0 91100 e" 8. Install Tuf-rite gas baffles or equals on all outlet tee ends. ,d -.�. ' 9. All Distribution Lines shall be 4" diameter Schedule 40 NSF PVC pipes. SandLoamy Loamy ' 4• - SCH. 40 T• 1. - 10. All solid piping, tees do fittings shall be 4" diameter 10 YR 3/2 'O YR 3� PLAN SECTION CROSS-SECTION pipes g i A, 97. o•-s• A. 97. Schedule 40 NSF PVC i with water tight ants. Loamy 11. Municipal Water is Connected to ALL OF The Residence and Abutting LoamSand sand 3 HOLE H-10 DISTRIBUTION BOX ,��`�6 Properties Within 150 Feet. 10 rR 5/6 10 YR 5/e s•- 3s" B, ss.00 s"- 36" B, s5.00 LOT #3 THE PROPERTY LINES ARE APPROXIMATE AND COMPILED FROM CHARLES SAVARY, ENTITLED Coarse Coarse 20,300 Square Feet 4/- SUBDIVISION PLAN OF LAND IN COTUIT, MA Sand Sand 25 Y 7/4 2.S r 7/4 t9� DATED SEPTEMBER 24, 1959, 36'- 13 O' 87 13 C' �� AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN CB D.H. �� THE SEPIT TIIC BE USED FOR NO SYSTEM INSTALLATIONRPOSE OTHER THAN � FND PROJECT BENCH MARK EXISTING CESSPOOL TO BE PUMPED OUT AND REMOVED TOP OF FOUNDATION �. ELEV. = 100.00 (Assumed) NOTE: ANY STRIPPED OUT SOIL CONTAINING L.EACHATE \ s FROM THE EXISTING CESSPOOLTO BE DISPOSED 11 0 �� OF AS PER BOARD OF HEALTH SPECIFICATIONS. Perc1 _ 1 ; ; \I THERE ARE NO WETLANDS ARE PRESENT WITHIN 200' OF THE PROPERTY Depth to Perms 36" to 54' 1 I \ \ 8' Perc Rate-- 2 MPI 0' ASSESSORS MAP 021, PARCEL 013 Groundwater Not Observed No Observed ESHWT ; ; �, ; _ LEGEND ADJUSTED H2O Elev. = None 1 ► Failed i1 CESSPOOL r}• � DENOTES PROPOSED 3-z4-oiAw. ACCESS rAwtoLas 1 1 ' \ •_' "•� 104X 1 SPOT GRADE •- `'`'' `-'-'``=`' 1 1 li \�� 37 •''�• t x 104.46 DENOTES EXISTING ' _• SPOT GRADE I 1 ' �. ; • O --, TEST HOLE1 reFT . / 1 / 1 / _• �� � � ��` EXISTING s: ELEV.= 98.00 PL PROPERTY LINE INLET `/ `/ `/ : I 1 CB D.H. 2 BEDROOM THE ACCESS COVERS FOR THE SEPTIC TANK, 1 ' }'' ` Ln I 1 FND 0 -�' 96 PROPOSED CONTOUR DISTRIBUTION Box AND LEACHING COMPONENT I - I , HOUSE �- �,, SHALL BE RAISED TO WITHIN 6' OF 1 I \ FINISHED GRADE I 1 \ NEW D-Box ----- 1 v , V3B 1500 al. -97 EXISTING CONTOUR STEEL REINFORCED PRECAST CONCRETE INSTALL TUF-TITE GAS BAFFLES OR EQUALS _ 1 r- PLAN VIEW ON ALL OUTLET TEE ENDS 94 -` Septic Tank �� 3-24•REUOVABLE oovExs-� � � � -,, s �' DEEP TEST HOLE & I �\ \ �� #Auni a► Water--Ume- "- TEST H�1Cfi, 2 PERCOLATION TEST LOCATION •"`-' - - •-`1 -deoralce • + r'� I' 1, ��� ELEV.= 98.0�� - 6 FOOT STOCKADE FENCE saFT rnhT r m Net to outlet r r 'r "`Er 1 I\ `• ``. - «i1LFr REV.: 7/16/07 - Design Colcuations 1 I EXISTING s-r .5-7' bs ��J_ ` ----- �\\ - T GARAGE f ....,. b eh DR AY \ CP P LOT P LAN -5 -*--L�7 -T. ���= o _--- - OF PROPOSED SEPTIC SYSTEM UPGRADE 'CROSS SECTION END-SECTION o ;r" ; li 75.631 PREPARED FOR TYPICAL - LOADING) o P N �_ I � MARJORIE DURAND (H 10 LO D G) 15 0 GALLON SEPTIC TANK I I - NOT TO SCALE j i ► AT May Substitute with 1500 gallon H-10 Polyethylene Tank-George O'Brien Co. � � i �i � � � 136 HIGHLAND AV E N U E NOT TO SCALE 00 COTU IT, MA Design Calculations Number of Bedrooms 2 Bedroom EXISTING I Bedroom {of PREPARED BY: 1 1 Dining a F}* Garbage Grinder. No - j Kitchen m WA RM�'N E. SHAY Leaching Capacity Required: 330 Gal./Day (MIN. PER TITLE V) by I I 1 , Septic Tank : - 2 x 330 Gal./Day = 660 USE NEW 1,500 GAL Septic Tank. �'J I I 1 E. SOIL ABSORPTION AREA: Using percolation rate of <2 min.,Anch SIfiA NVIRONMENTAL SERVICES, INC. Bottom Area: 0.74 gol/sq. ft. x 372.5 sq. ft. 275.65 gallons I I •p Living Room FBedroom No'1 : Sidewall Area: 0.74 gal./sq. ft- x 86.62 sq. ft. = 64.10 gallons I I p Y7 ' P.O. BOX 627 Providing: - 339.75 gallons F� sTER�` EAST FALMOUTH, MA 02536 C; "F gNITARIP� I TEL/FAX 508-539-7966 Use: (5) INFILTRATOR HIGH CAPACITY H-20 UNITS, HAVING A 0.83' (10 INCHES) EFFECTIVE DEPTH, 2 OR HOUSE FLOOR SCHEMATIC TO BE USED WITH 3.5' OF WASHED STONE ON THE SIDES, AND 3.0' OF WASHED STONE SCALE: 1"=20' DRAWN BY: CES DATE: JULY 13, 2007 ON THE ENDS. NO STONE UNDER. (Description Provided By Owner) PROJECT#SD1041 FILENAME: SD1041 PP.DWG SHEET 1 OF 1 SYSTEM PROFILE NOTES TOP FNDN. AT EL. 29.0' ACCESS COVERS TO WITHIN 6" OF FIN. GRADE (Nor TO ScuE) APPROXIMATE NGVD r ACCESS COVER (WATERTIGHT) TO ACCESS COVER TO WITHIN 3" OF FIN. GRADE 1. DATUM IS = Mitchell's `D 28.0' MINIMUM .75' OF COVER OVER PRECAST /` WITHIN 6" OF FIN. GRADE 2. MUNICIPAL WATER IS EXISTING y .� 2% SLOPE REQUIRED OVER SYSTEM 1.Y 2" DOUBLE WASHED PEASTONE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. in Main RUN PIPE LEVEL West Main St. St. �*27.0 FOR FIRST 2' OR GEOTEXTILE FABRIC PROPOSED 1900 3' MAX. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO. dde{ 26.0' GALLON SEPTIC 25.75' 24.3' H- 10 5 Pie. TANK (H- 10 ) GAS 23.58' 5. PIPE JOINTS TO BE MADE WATERTIGHT. LOCUS BAFFLE 23.75' �_`' p ED p p 0 p p p p 23.5' p p p p p p p p p 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MIN. (2% SLOPE) �6" CRUSHED STONE OR MECHANICAL p p p p p p p p p MASS. ENVIRONMENTAL CODE TITLE V. �rp1 wNe ego Horr gt I COMPACTION. (15.22t [21) 2' p p p p p ED p p p o 21.5' �a DEPTH OF FLOW = 4' 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO aae TEE SIZES: " 3/4" TO 1 1/2" DOUBLE WASHED STONE BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. INLET DEPTH = 1� P D Oce n A� OUTLET DEPTH = 14" (3•6% SLOPE) ( 1 % SLOPE) 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. LEACHING 5' 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED FOUNDATION 20 SEPTIC TANK 55 D BOX 10 FACILITY WITHOUT INSPECTION BY BOARD OF HEALTH AND LOCUS MAP PERMISSION OBTAINED FROM BOARD OF HEALTH. SCALE: 1" = 2,000't 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING ASSESSORS MAP 288 PARCEL 50 DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION BOTTOM TH-1 EL. 16.5' OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO LOCUS IS WITHIN WP OVERLAY DISTRICT COMMENCEMENT OF WORK. 11. EXISTING LEACHING FACILITY SHALL BE PUMPED AND CUS SHOWN ON I COMMUNITY PANELFEMA FLOODN S #250001 0006 D LEGEND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. DATED JULY 2, 1992 100.0 PROPOSED SPOT ELEVATION 12. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED +100.00 EXISTING SPOT ELEVATION LEACHING FACILITY. °- 170 PROPOSED CONTOUR 100 EXISTING CONTOUR SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED LRG WILLOW DESIGN FLOW: 2 BEDROOMS O 110 GPD = 220 GPD USE A 330 GPD DESIGN FLOW SHRUBS FISH POND 107.25' SEP11C TANK: 330 GPD (2) = 660 USE A 1500 GAL. SEPTIC i ANK SHED TEST HOLE LOGS LEACHING: - 10.0+ TH I 1 SIDES: 2 (25 + 12.83) 2 (.74) 112 GPD DAVID FLAHERTY, R.S. I �'� ;,�' f ENGINEER. . r 14: O BOTTOM 25 x 12.83 (.74) = 237 GPD ' BENCH MARK - CORNER :�` 10 16.0' i TOTAL: 472 S.F. 349 GPD WITNESS: DONNA MIORANDI, R.S. CONCRETE PATIO EL.=28.7 PROPOSED DATE: DUNE 22, 2007 GARAGE �'�' x USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) k �. � ' •j� SLAB PERC. RATE _ < 2 MIN/INCH o :'�' N EL 28.5' x WITH 4' STONE ALL AROUND x -�•`t}•. EXISTING 2 BR CLASS I SOILS P# 11792 25.8- DWELLING TP OF FNDN X X �(9 EL 29.0' . ELEV. MA ELEV I I I I , �' '� APPROVED DATE BOARD OF HEALTH 0" 4 27.0' 0„ 4 27.0' o N 28 N 0) LS LS a N I � " 10YR 3/2 " 10YR 3/2 �8 LOT 3 / TITLE 5 SITE PLAN 8 26.3 9 26.2 M � 9,730f SF I c, of B B 0.2t AC. LS LS 28 HARRINGTON WAY 36" 24.0 36 10YR 4/6 " 24.0 � 105 10YR 4/6 .86' (HYANNIS) BARNSTABLE, MA �\� � o � J PREPARED FOR c PERC Harris ROBERT JONES MS ►ton way MS DATE: JULY 23, 2007 2.5Y 5/6 2.5Y 5/6 t�A OF as�q ti�H of ARNE G off 508-362-4541 �o ARNE H. tiG H fax 508 362-9880 a OJALA CIVIL OJALA N No. 30792 o No.26348„ 1 ~p 126" � par down cope en gin eerie g, in c. 16.5' 120" 17.0' ° �c�sTE�-�a\��,� � opqti ess�O Scale:1"= 20' �` �a� ENG SuRVE� CIVIL ENGINEERS NO GROUNDWATER ENCOUNTERED LAND SURVEYORS 7� 939 Main Street - YARMOUTHPORT, MASS. DCE #07-101 0 10 20 30 40 50 FEET DATE ARNE H. JALA, P. ., P.L.S. 07-101 JONES.DWG (DDF)