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HomeMy WebLinkAbout0124 LONGWOOD AVENUE - Health 124 Longwood! Avenue. Hyannis . 287030 r I �` e ' TOWN OF BARNSTABLE 4� LOCATION �.J� SEWAGE # Xp�y Jr-/ VILLAGE ��a �dr� ASSESSOR'S h LOST INSTALLER'S NAME&PHONE NO. a��d��, NSEPTIC TANK CAPACITY Ifcei Gc L LEACHING FACILITY: (type) 3',v .C-L _ G �6�J �Z� (size) a � `NO. OF BEDROOMS BUILDER OR WNER �✓L( PERMTTDATE: �`/9:a`l 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 Dove Co,o i r .a 00 �n ".c J TOWN OF BARNSTABLE LOCATION .42 q -Z06C A.-,? 141 SEWAGE #��y'7sS/ VILLAGE ASSESSOR'S MAP & LOT A J' ► 0 INSTALLER'S NAME&PHONE NO. ���� s�� �✓. �?8 �� �alT SEPTIC TANK CAPACITY G6 LEACHING FACILITY: (type) - 1/3 (size) .OF BEDRO BUILDER OR OWNER PERMITDATE: - % COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility r Feet Private.Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) r Feet .. Edge of Wetland and Leaching Facility (If any wetlands exist `! within 300 feet of`leaching facility) le Feet Furnished by 49r�w+-,yo u. O � w cr No. Fee VU — TH= COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNS;TABLEi MASSACHUSETTS 01pprication for Migoof *p.5tem Cot�gtruction Permit Application for a Permit to Construct( . )Repair( V)Upgrade( )Abandon Complete System 0 Individual Components Location Address or Lot No. Z Z'O�� me QUA Owneer's�Name,Address and Tel.No Asses 's a /Parcel or �, 030 Y Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Hof_/Plod Type of Building: Dwelling No.of Bedrooms Z j Lot Size 1 i z-� s�-5 Garbage Grinder( ' � Other Type of Building o.of Persons —Showers( ) Cafeteria( ) Other Fixtures Design Flow }Z gallons per day. Calculated daily flow .J� Z 3 gallons. Plan Date / Number of sheets l Revision Date Title / Size of Septic Tank , c, Type of S.A.S. �S�o�,'g� 1 L —Od—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 Certifi- cate of Compliance has been issued by Bo d of al Signed Date 711s1 Application Approved by ,�,. Date Application Disapproved for tYe following reasons Permit No. uy I S ` Date Issued °l v -tom-------------- . _-.___ _--.. ---_---_._ - __ _ _----_---_- r!�� 3 — 0 U No. r�Vo J yJ \ R �' Fee ar i" p4 Entered in om uteri � k THk-CO`i 'ONWE LTH OF MASSACHUSETTS; p Yes PUBLIC. HEALTH DIVIS,QL� ,TOWN OF BARNSTtBL-•L-: MASSACUSETTS apprication for )Dik ogar *potem Conitruction Permit Application for a Permit to Construci( . )Repair( kpgrade( )Abandon( ) 1966mplete System ❑Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. Assess �7 Assessor' ap/Parcel� Installer's Name,Addr'esss,and Tel.No, Lf Designer's Name;Address and Tel.No. Type of Building: Dwelling No.of Bedrooms 3Z Lot Size lsqS Garbage Grinder( , Other Type of Building i Nato.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow` 3,301z 04 gallons per day. Calculated daily flow .3.5— �3 r P Y Y gallons: + * , Plan Date Number of sheets' Revision Date Title Size of Septic Tank /`-41'I �i 1 P/u Type of S.A.S. 3'r®4J 4/ Z 2 Description of Soil Nature of Repairs or Alterations(Answer when applicable) r , Date last inspected: *. Agreement: a The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal sysstem in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued.bythi Bo d of aalth g Si ned VK Date A . Application Approved by Date /' 4) L/ Application Disapproved.for the following reasons Permit No.0 4,0 S Date Issued � U c` - 1 �//3/0/ THE COMMONWEALTH OF MASSACHUSETTS s . r � � r BARNSTABLE, MASSACHUSETTS f' J� Certificate of (Compliance THIS IS TO CER , that the On-site Sewage sal System Constructed( )Repaired(I/)Upgraded( • ) Abandoned( )by �/` at 7 /V ly4'Gt/i t2//!0 / Y/.? %S;5a/Zs been construct d in ccordance with the provisions of Title•5 and the for Disposal System Construction Permit No. yv Y- 351 dated Installer Designer The issuance of this p rmit shall not be construed as a guarantee that the s fe wi11 nction designed. Date di 5 0 Inspector- -——— ------------- No. 2OU?— 3.SI �jP " vJTG/ Fee . THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS-- ., Migogal *potem Con!6truction Permit Permission is hereby granted to Con truct( )Repair( 4pgrade( )Abandon( ) System locate azf 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 thi t. r f (. Date: /r? /L`/ Approved by � - O SEP-22-2004 07 :06 AM DOWN CAPE ENGINEERING 508 362 9880 P. 01 Town of Barnstable Regulatory Services a $ Thomas F. Geiler, Director wwsr�etB, "AM 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: 4/1 D Sewage Permit# Assessor's Map\Parcel O-W �30 Designer: 31 0 W e, c r. - Installer: - �o Address: Address: On_ was issued a permit to install a (date) (installer) septic system at d �o n4woe ✓e /abased on a design drawn by address) dated / (da finer) ZI certify that the septic system referenced above was installed Y s ailed 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 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. A OF u,,tANE (Installers Signature) o ALA e CIVIL H No, 30792 ASS 11G�� Designer Stgnat (At ix tamp Here) PLEASE RETUM TO BAMSTABLE PUBLIC HEALTH DIVISION.. CER'rI CATS of QMPLI WiNOT BE ISSUED UNTIL119TH THIS FORM AND AS- lLT CARD ARE RECEIVEI) HE B ABLE C HEALTH IviSION. TUMK YOU., Q.iicalth/Septic/Designer Certification Form 3-26-04.doc TOWN OFBARNSTABLE LOCATION 1 ; SEWAGE VILLAGE 1v p&l ASSESSOR'S MAP& LOT - ► U INSTALLER'S NAME&PHONE NO. yr,�i�a�,l SEPTIC TANK CAPACITY Ga C LEACHING FACILITY (ty ) Ma I A � - I�J (size) /a •x7, •�� NO. OF BEDRSOWNER BUILDER ORPERMITDATE: 7 M--6 9 COMPLIANCE DATE: l 13 0 S6paration Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility S f 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 .r ,dt 36 9 33 �3-/ r I TOWN OF.B'ARNSTABLE LOCATION X ,/ AAe SEWAAG�jE7# �p�i — 3J l VILLAGE" ASSESSOR'S MAP & LT INSTALLER'S NAME&PHONE NO. /�a-�d�a��,' � fi•�=> S�.?� �f2( SEPTIC TANK CAPACITY LEACHING FACILITY: (ty 3�® C Z C.G-,ZA--J C2_�- (size) NO.OF BEDROOMS BUILDER OR WNER e✓L[ PERMIT DATE: `7`/9—a N COMPLIANCE DATE: el / D 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 D'g," g "ja �isri�.dwyrrs 14 � � t O. Town of Barnstable Regulatory Services Ci# 4jr O ���a[ZNSTABLE Thomas F. Geiler,DirecJor'° • .utrsrnB,,a, • �0� Public Health Division �E r 23 APB 1!: 22 Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: Sewage Permit# Assessor's Map\Parcel 4 1 Designer: 310v.)V" Ci4 Q Installer: Address: Address: �O."Y o-to LA / z �1 r On was issued a permit to install a (date) (installer) septic system at T /_064JW20a4 4ye. /A&*X.',,ahtbased on a design drawn by (address) 04 t- r a4— dated old dIV (de gner) 1/1"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. 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. \H OF/'4ss9 �o ARNE H: oyGN (Installer's Signature) o OJALA CIVIL co 4 No. 30792 �0c� S T E Inxi- (Designer Signatur (Affix tamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form 3-26-04.doc --------- ---- TOP FNDN ELEV. 71 .7' SYSTEM PROFILE # 1 TEST HOLE LOGS ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO LISA LYONS, RS /`` WITHIN " F ENGINEER: SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED ) ; FF64.0�' MINIMUM .75' OF COVER OVER PRECAST /` 6 0 FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM 62.0' DAVE STANTON, RS WITNESS: DESIGN FLOW: 3 BEDROOMS ( 110 GPD) = 330 GPD 5/17/04 * _RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE DATE: I CRAIGVILLE BEACH USE A 330 GPD DESIGN FLOW 68.0 t FOR FIRST 2' SEPTIC TANK: 330 GPD r 2 = 660 PROPOSED 1500 3' MAX. PERC. RATE _ 2 MIN/INCH �) GALLON SEPTIC 6035' qiTr,7 �/` USE A _1500 GALLON SEPTIC TANK (H-10) 61.0 TANK (H- 1.0 ) G S H-10 CHAMBERS 59 0' CLASS I SOILS P# 10,721 SEPTIC . BAFFLE 59.75' AXXDC� a C7 O O L7 O M M SYSTEM _ LEA C H= MIN H-10 0C7C) C] 0 MfO CJ C7# SIDES: 2(30 + 9.83) 2 (.74) = 1 1 7 ( 2 % SLOPE) �6" CRUSHED STONE & MECHANICAL L� O L7 O O CJ O 0 0 C.. 30 x 9.83 .74 = 4' COMPACTION. (15.221 [2]) Mlt' 2' C7 C] l� O C) ED = ED C] 0 56.17' �j ] ELEV. [� ELEV. o MASS. AVE. ---- BOTTOM: ( ) 21$ DEPTH OF FLOW 16 2 v v ' ( % SLOPE) ( % SLOPE) 0" 61.0 0" 69.0 GRAYiON TEE SIZES: „ 3 4" TO 1 1 2" DOUBLE WASHED STONE WINCHESTER TOTAL: 452 S.F. 335 GPD INLET DEPTH = 10 / / LS A Locus USE (3) 500 GAL. LEACHING CHAMBERS (ACME QR OUTLET DEPTH = 14" 10YR 3/2 LS EQUAL) WITH 2.5' STONE AT SIDES AND 2.25' AT 1 1 „ 10YR 3/3 5.77 9 LOCATION MAP NTS ENDS FOUNDATION- 18' SEPTIC TANK 6' D' BOX 10' LEACHINGFACILITY B B LS LS ASSESSORS MAP 287 PARCEL 30 _.. 50.4' 33" 10YR 5/6 58.25' 32" 10YR 4/6 66.3' C1 TOP FNDN ELEV. 71 .7 SYSTEM PROFILE #2 F/MS C ACCESS COVERS TO FIN. GRADE (NOT TO SCALE) SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED ) ACCESS COVER (WATERTIGHT) TO PERC 2.5Y 5 3 / MS WITHIN 6" OF FIN. GRADE 90" DESIGN FLOW: 2_ BEDROOMS ( 110 GPD) 220 GPD 71 .0 MINIMUM .75' OF COVER OVER PRECAST /� 6g 0. _ 2% SLOPE REQUIRED OVER SYSTEM 2.5Y 6/3 SEPTIC 69 2 t* RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE C2 USE A 220 GPD DESIGN FLOW SEPTICFOR FIRST 2' SEPTIC TANK: 220 GPD ( 2 ) = 440 PROPOSED 1500 SYSTEM 3' MAX. SYSTEM 1500 GALLON SEPTIC 68.0' 'TEE H-10 CHAMBERS MS USE A _ - GALLON SEPTIC TANK (H-20) 68.25 66.0'TANK (H- 0 ) GAS >.50'LEACHING: "' ` BAFFLE 65.67' 2.5Y 6 3 2(22 + 8.83) 2 (.7 ) a a o 0 0 o a a o 91 H-10 (� a � � 0 C30C=1 «� / . SIDES: MIN o o 22 x 8.83 (.74 = 143 (--2-% SLOPE) �6" CRUSHED STONE & MECHANICAL (� � � O � Q � � O 127" 50.4' 132" 58.0' BOTTOM: ) 4, COMPACTION. (15.221 [2}) ft% 2' Cl C) 0 0 CI M C7 0 C) 0 63.1 ' NGWE NGWE TOTAL: 317 S.F. 234 GPD DEPTH OF FLOW = (9% SLOPE) ( % SLOPE) 3/4" TO 1 1/z" DOUBLE WASHED STONE TEE SIZES: 10„ INLET DEPTH = USE (2) 500 GAL. LEACHING CHAMBERS WITH 2' STONE 14" OUTLET DEPTH = AT SIDES AND- 2.5' AT ENDS FOUNDATION 40' SEPTIC TANK 27' D' BOX 11 ' LEACHING 5.17' NOTES: FACILITY *THE INSTALLER SHALL VERIFY THE 1. DATUM IS APPROX. NGVD - LOCATIONS OF ALL UTILITIES AND ALL EXISTING BUILDING SEWER OUTLETS AND ELEVATIONS 58.0' 2. MUNICIPAL WATER IS PRIOR TO INSTALLING ANY PORTION OF 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. SEPTIC SYSTEM 26S DO' s 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AS NOTED 5. PIPE JOINTS TO BE MADE WATERTIGHT, PARCEL 30 96 EXISTING DWELL. NOTE: TOTAL BEDROOMS IN 6. CONSTRUCTION DETAILS TO BE INACCORDANCE WITH MASS. DWELLING = 5 ENVIRONMENTAL CODE TITLE V. AREA: 1.28 ACRESt 60 7. THIS PLAN IS FOR PROPOSED ,WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING. -8 Pig E -; 0R-SEPTIC SYSTENAI TO_- SCH-.A0- 4"-PVC.SEPTIC SYSTEM #1 61.0 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED 6 b, 6 + 60.2 61 BENCHMARK - TOP OF ' r FROM, BOARD OF HEALTH. EXIST. CESSt o / CONC. BND. EL= 59.0 �, 10. CONTRACTOR SHALL' BE RESPONS113LE FC�R VERIFYING THE 664 (PUMP AND o LOCATION OF ALL UNDERGROUND •& OVERHEAD UTILITIES PRIOR ° TO 'COMM'ENCEMENT OF WORK. SHED6 61 59.6 63. H� LEGEND + o. TITLE 5 SITE PLAN _ _ + 100.a PROPOSED SPOT ELEVATION + 67.4 6 + 59.6 �, OF + 66.6 7 0.1 4 PAVED DRIVE.^ + 682� 6 s� ���� 100x0 EXISTING SPOT ELEVATION 4 LO N GW00 D AVE N U E 100 IN THE TOWN OF: + 66.3 �.� \ 71a � 71.3 71 o+ 6 a PROPOSED CONTOUR �.� ' � y 1.1 ( HYANNISPORT) BARNSTABLE \ ,K71.2 CRAWLSP. ^� 6 pp 9 100 EXISTING CONTOUR + 66.2j, BENCHMARK - TOP OF 6 i STONE BND. EL= 59.0 + 7 .a `I--7.1`.1 -+, 71.� � 7 ' � IN, o I PREPARED FOR: CAR 0 LYN WILLS W / 3 4.4 - + 69. + 70. + 71.2 // �y \ ) 4 61.8 -I , EXIST. PINE TREE �p GRAVEL G 2 / 20 0 20 40 60 i • DRIVE .CC \� PROP. n NK 2.4 69. LEc TA */71.a 6 SCALE: 1 = 20 DATE: JUN E 1 , 2004 + \ o 29 04 ST) 0 0 , ,1� 71s E.I / / ( ­I•-7-3.A��71.5 2 EXISTING DECIDUOUS TREE REV 7I EXIST. DWELL. .4 71.8 TOP FNDN - 71.7' J� 6' 71.0 7 16 71.4 ��0 N, CONC. 71.6 f I/ ' y(N Of pf �t�OF PATIO 9.3 716 . ,�� ARNE H qc ARNEc�a +69.3 + 70.3 P i / / OJALA H. + 7 71.7 CRAWLSP. a N CIVIL O co o02A A 2O. / / 6' TH 70. \ FF o 71.� � s eir� G +;s TI P 2 / / ARNE DATE SYSTEM 2 67 COST. CESSPOOLS / 6.2 _ (PUMP AND �•--..._. / 5 66 65 A REMOVE) / 4' WAY o5 ro4 BENCHMARK: USE TOP FOUNDATION EXISTING DWELL. 64 93.0 HERE AT ELEVATION 71.7' ` BOARD OF HEALTH I p 4', APPROVED DATE: MA � E 6' 1 PROVIDE APPROX. 15' OF off 508-362-4541>> fax 508 362-s66o 40 MIL LINER, 5' OFF 90, EDGE OF SAS IN AREA SHOWN. TOP AT ELEV. down cope engineering, inc. 66.0', BOTTOM AT EL. 62.0' p 9 9� CIVIL ENGINEERS j LAND SURVEYORS 939 vain st. yarmouth, mo. 02675 04- 1 16 1 SYSTEM PROFILE # 1 TEST HOLE LOGS TOP FNDN ELEV. 71.7 - ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO LISA LYONS, RS ENGINEER: SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED ) 64.0' MINIMUM .75' OF. COVER OVER PRECAST WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM DAVE STANTON, RS 62.0 WITNESS: DESIGN FLOW: 3 BEDROOMS ( 110 GPD) = 330 GPD RUN PIPE LEVEL z" DOUBLE WASHED PEASTONE DATE: 5/17/04 CRAJGM`-`E B�" USE A 330 GPD DESIGN FLOW 68.0 �* FOR FIRST 2' 660 PROPOSED 1500 / 3' MAX. PERC. RATE _ < 2 MIN/INCH SEPTIC TANK: 330 GPD ( 2 ) - 61 .0' GALLON SEPTIC 60.75' (TEE /` H-10 CHAMBERS 59.0' CLASS I SOILS p# 10,721 71 SEPTIC USE A 1500 GALLON SEPTIC TANK (H-10) TANK (H- 10 ) GAS BAFFLE 59.75' p 0 L7 Cl C� C7 C� LEACHING: . MIN 7;�, 0 0 0 C� O [� we SYSTEM # 2(30 + 9.$3) 2 (.74) - ( 2 % SLOPE) �6" CRUSHED STONE & MECHANICAL O (� 0 L� C7 O aSIDES: COMPACTION. (15.221 [2]) ELEV. ELEV. 6 uASS. AVE. �" 30 x 9.83 (.74) = 218 4' MIN 2 © O I� [� © a 0 0 5 6.17 [� cRAlrroN BOTTOM: DEPTH OF FLOW ( 16 y, SLOPE) (?.% SLOPE) Q" 61 .0 Q" 69.0 N WINCHESTER TEE SIZES: 3/4 TO 1 1/2 DOUBLE WASHED STONE A A locus pl LS TOTAL: 452 S.F. 335 GPD INLET DEPTH = 10 LS - USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR OUTLET DEPTH = 14" „ 1OYR 3/2 LOCATION MAP NTS EQUAL) WITH 2.5' STONE AT, SIDES-- AND' 2.25' AT 5.77 9 1 1 „ 10YR 3/3 LEACHING ENDS FOUNDATION- 18' SEPTIC TANK 6' D' BOX 10' FACILITY B B LS LS ASSESSORS MAP 287 PARCEL 30 33" 10YR 5/6 ' 10YR 4/6 50.4' 58.25 32" 66.3' C1 TOP FNDN ELEV. 71 .7 SYSTEM PROFILE #2 F/MS C ( ACCESS COVERS TO FIN. GRADE (NOT TO SCALE) SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED ) ACCESS COVER (WATERTIGHT) TO PERC 2.5Y 5/3 MS ;1 . MINIMUM .75' OF COVER OVER PRECAST WfTHIN 6" OF FIN. GRADE " DESIGN FLOW: 2_ BEDROOrrIS ( 1 10 GPD) = 220 GPD 2% SLOPE REQUIRED OVER SYSTEM gg Q 90 2.5Y 6/3 E PT I C USE A 220 GPD DESIGN FLOW - RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE C2 69.2 f* FOR FIRST 2- SEPTIC TANK: 220 GPD (?) - 440 PROPOSE D 1500 ' 3' MAX. SYSTEM # 2 USE A 1500 GALLON SEPTIC TANK (H-20) 68 25' GALLON SEPTIC 68.0' H-10 CHAMBERS MS TANK (H- 20 ) GAS /jjTEE F.50' 2.5Y 6/3 LEACHING: - 91 BAFFLE 65.67' C1 C7 CI 0 0 C7 C7 C7 O 2(22 + 8.83) 2_ (.74) SIDES: MIN o CJ O © Cl © C7 0 t� p (_2% SLOPE) �6' CRUSHED STONE & MECHANICAL a O C7 Cl O CI C7 0 1 27" 50.4' 132" 58.0' _ BOTTOM: 22 x 8.83 (.74) = 143 4' COMPACTION. (15.221 [2]) $ 2' � � M M © 0 � � Q o 317 234 ( 9 ) (�_% SLOPE) 6 .1 NGWE NGWE TOTAL: S.F. GPD DEPTH OF FLOW = % SLOPE TEE SIZES: 10„ 3/4" TO 1 1/2" DOUBLE WASHED STONE INLET DEPTH = USE (2) 500 GAL. LEACHING CHAMBERS WITH 2' STONE 14" OUTLET DEPTH = AT SIDES AND- 2.5' AT ENDS FOUNDATION 40' SEPTIC TANK 27' D' BOX 11 LEACHING 5.17' NOTES: FACILITY - *THE INSTALLER SHALL VERIFY THE 1 . DATUM IS APPROX. NGVD -- LOCATIONS OF ALL UTILITIES AND ALL 58 0' 2. MUNICIPAL WATER IS EXISTING BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 26S,p0, SEPTIC SYSTEM 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AS NOTED 5. PIPE JOINTS TO BE MADE WATERTIGHT, EXISTING DWELL. .6 CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS, PARCEL 30 96 DWELLING BEDROOMS IN �, ENVIRONMENTAL CODE TITLE V. AREA: 1.28 ACRESt 7. THIS PLAN IS FOR PROPOSED .WORK ONLY AND NOT TO BE 6a USED FOR LOT LINE STAKING. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40--4" PVC. _._ SEPTIC SYSTEM #1 ro 6� 61.0 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED + 60.2 FROM BOARD OF HEALTH. _. 6 61 + BENCHMARK. -- TOP• OF ° 662- � Darr. CESSPoo C NIC. BND. EL= 59.0 F 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE . 64 (PUMP AND . LOCATION OF ALL UNDERGROUND Ac OVERHEAD UTILITIES PRIOR 6 o TO COMMENCEMENT OF WORK. SHED6 61 59.6 LEGEND H1 6 68•6 + 63. + s 100.0 (PROPOSED SPOT ELEVATION TITLE 5 SITE PLAN + OF 59.6 124 LONGWOOD AVENUE / + 66.6 pRNE + 67.a \\ 0.1 4 6 ski �;�,� 100x0 EXISTING SPOT ELEVATION / PAVED_ _ ..., ` ` + 6s.2 \ r1 4 100 IN THE TOWN OF: 71 o--o (PROPOSED CONTOUR + 66.� i_� 1-111, F1.1 ^ 6 0+ 6 a s9 ( HYANNISPORT) 13ARNSTA13LE �71.2 \ CRAWLSP. �' 100 EXISTING CONTOUR + 66.2 / BENCHMARK - TOP OF 6 "°�` p, PREPARED FOR: CARQLYN WILLS / STONE BND. EL= 59.0 W 1), 3 a.4 _ IN, (EXIST. PINE TREE + 69. + 70. �11� + 71.2 / 7. ) 4 61.8 20 0 20 40 60 �p GRAVEL DRIVE �G_Z� I 69. \\ CAL.PROP. H-2 t ,,(i a " 2.4 9 s SCALE: 1" = 20' DATE: JUNE 1 , 2004 + \ o 1.5 EXISTING DECIDUOUS TREE REV 7/29/04(ST) O O -i--7-1,4 71.5 2 i I EXIST. DWELL .4 x 71.8 TOP FNDN 71.7' 7 .a T. i 6' 71.0 6 I CONC. 71.6/ ��SHOFItigss � OFn ~. PATIO o2 ARNE H. 9cyc ARNE 69.3 + 70.3 P .1 71.6 / / o� OJALA H. CIVIL + 69.3 I NO 6LA N + 7 71.7 CRAWLSP. / I 0 ' N . 30 '920 o 20' TH 70.0 7lZ�l��r +;p7. 8 OJAL ., P.L.S. DATE s TI ' 67SYSTEM 2 EKW. CESSPOOLS i 6 �r 6.2 (PUMP AND / 6 66 65 4�. REMOVE) 4' WAY 1 - / BENCHMARK: USE TOP FOUNDATION EXISTING DWELL. 64- 6 4 123.0 HERE AT ELEVATION 71.7' BOARD OF-HEALTH MA , APPROVED DATE �1V PROVIDE APPROX. 15' OF off 508-362-4541 6>>, fox 508 362-98W 40 MILLINER, 5' OFF EDGE OF SAS IN AREA SHOWN. TOP AT ELEV. 66.0', BOTTOM AT EL. 62.0' Sown Cope engineering, inC. _......._ __.___ _. CIVIL ENGINEERS LAND SURVEYORS j 939 vain st, yarmouth, ma 02675 04- 1 16 -