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HomeMy WebLinkAbout1400 SANTUIT-NEWTOWN ROAD - Health 1400 SANTUIT-NEWTOWN RO. COTUIT A = 025 O11 001 -- TOWN OF BARNSTABLE LOCATION. VEWTOWN SEWAGE # 00 VILLAGE-C"a 1 f) l 7 ASSESSOR'S MAP & LOT D�Q M INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY _ /"�Q �/�✓�� LEACHING FACILITY: (type).?— -6'60 --4f 1 (size) 4Z g / NO. OF BEDROOMS BUILDER OR OWNER PERMITDATE: 5 00 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 _ 9,4 _ d J > T r Fee ✓�i� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLICMEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01ppYication for Migpozal *p5tem Construction 3permit Application for a Permit to Construct(1Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. /I/00 Owner's Name,Address and Tel.No. /Le Pave 7�' —7-4 c-e :✓ct /$Iv e;rt Assessor's Map/Parcel e,+Af'CX Z_�5/ /n 4P a 5" .a a cam- v//.dv h is /f O L6o Ins11sa e,Address, Tel.No. q ° ° igner's Name,Address and Tel.No. Type of uilding: Dwelling No.of Bedrooms Lot Size S:�_ 82-0 sq. ft. Garbage Grinder( ) Other Type of Building Leloae 04,4,r><No. of Persons UNK/nG"1/&t Showers(3 ) Cafeteria( ) Other Fixtures Design Flow 330 gallons per day. Calculated daily flow '3 3 o gallons. Plan Date .S- 3 AOD Number of sheets Revision Date Title T/� .--=- S'i 7Lr— PW 47 —Lei' Z GA Size of Septic Tank /S'O® Type of S.A.S. Description of Soil S'eG 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 provisi ns f Title 5 of the Environmental Code and not to place the system,in operation until a Certifi- cate of Compliance has been this Bo o Signed22 Date ed Application Approved b Application Disapproved for the following reasons Permit No. G Date Issued �— TOWN OF BARNSTABLE � LOCATION SEWAGE # 0(� �o VII.LAGE () (%) / .T ASSESSOR'S MAP & LOTD� INSTALLER'S NAME&PHONE NO. 7 SEPTIC TANK CAPACITY _/ 'SOCD LEACHING FACILITY: (type) (size) NO. OF BEDROOMS— BUILDER OR OWNER.✓ �� C,v PERMITDATE: COMPLIANCE DATE: ©0 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 jNo... Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes f" PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 0(pplication for Mt5po.5al *pgtem Construction Permit Application for a Permit to Construct( 1�epair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. /11190 Owner's Name,Address and Tel.No. /L,,e . C'o1�17c �T/9GQ ✓Ef /1'lo.ei/l Assessor's Map/Parcel �00 (�ei4.efGf SAP a s- .�,e« O�r-ov i h /_r Install s Name,Address, Tel.No. r ° e igner's Name,Address and Tel.No. �6/ t U�I LU9y �1l Type of uilding: `T Dwelling No.of Bedrooms Lot Size $20 s1q.fft. Garbage Gender( ) Other Type of Building Le/&P 06,;.o.4.,grNo. of Persons vr Showers(3 ) Cafeteria( ) Other Fixtures Design Flow 330 gallons per day. Calculated daily flow gallons. Plan Date_��3 �c7o Number of sheets / Revision'Date Z.Title 7/7C _=' S'i PGy All LdT 2 Size of Septic Tank 45-00 1 :Type of S.A..S. " - Description of Soil Se." /OL.ah C 04t L, 0c2 / 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 provisi N Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been is a this Boar o r Signed � � Date S 00 Application Approved by ' Dat ®' Application Disapprovedr,fo the following reasons lie Permit No. _ Date Issued � - - ———— THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage D/isposal System Constructed Repaired( )Upgraded( ) Abandoned( )by IM A i}/ ti at l ZAIr1rhas been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer .a -'t°` Designer The issu Tic f 01,� rmit s all of be c�strued as guarantee that the s will function a dgsign 1,Date __'n Inspector TJ o.N ------------ -----=-------Fee ,! THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS lwiopogar *p5tem Construction Permit Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon( ) System located at 4P A!f _ 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 t. Date: Y'° ,^:s� ��' Approve y 42 4 . } T.O.F. AT EL. 65.0' SEPTIC. , PROFILE TEST HOLE LOGS ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO ENGINEER: RICHARD LEARNED wAKEBY RD. wiTwtN b" -0F FIN. GRADE WITNESS: JERRY DUNNING I MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 65.0' DATE: 4/17/97 -I RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE _ 2 MIN/INCH 62.35' -°�---� - FOR.FIRST 2' PERC. RATE - PROPOSED 1500 � .3 MAX. GALLON SEPTIC 61,81' 62.0' CLASS I SOILS P# lovEll's POND 62.06' TANK (H-_ _10 LASS GAS L_� 61:29 Z BAFFLE 61.46C7 C1 M O 0 O 0 EO CJ 2 61:17' M CO CJ a ED 0 0 0 4' AROUND Locus ( % SLOPE) 6" CRUSHED STONE OR MECHANICAL " " 0 0 0 Q 0 ELEV. ELEV. N 4, COMPACTION. (15.221 [2]) oz5`Z� 2' 0 [] [_] [] 0 E� [] ED 0 59.17' li Q DEPTH OF FLOW = ( 1 % SLOPE) ( 1 % SLOPE) Q 66.0 �' t20V TEE SIZES: 10„ 3/4" TO 1 1/2" DOUBLE WASHED STONE A INLET DEPTH = " LS NO SCALE 14 OUTLET DEPTH = LOCATION MAP 5.17' 8,. 1OYR 4/3 FOUNDATION---- 14 SEPTIC TANK 35' D' BOX 14' LEACHING B ASSESSORS MAP 25 PARCEL P/O 11 FACILITY - LS ZONING DISTRICT: RF 10YR 5/6 YARD SETBACKS: NOTE: EXISTING DISTURBED AREAS ON THE WETLAND 38.7 EL. 54.0' 26" 66.83' FRONT = 30' SIDE OF THE WORK LIMIT LINE SHALL BE RECLAIMED IN #10 #11 I SIDE = 15' NATIVE SHRUBBERY IN CONSULTATION WITH CONSERVATION AGENT 38' REAR 38.0 �OF C � _ 15 M _ 38.5 oT 8.3#12 PLAN REF. - 532/63 / �� A B ��� LOVELL'S POND � Ms FLOOD ZONE: c# .5 2.5Y 6 8 LOT 1 L 38 C3 .2 #17 38. EDGE OF WETLAND �� 144" 54.0' 39.3 D3 .8 #15 8.8 N WATERENCOUNTEREDNOTES: 9 LOT 2 38 6 0 E I 56820 SF (TOTAL) r"�-� I BASED ON BARN. GIS \{ - - 49096 SF (UPLAND) g8 47 SEPTIC DESIGN: (GARBAGE-DISPOSER is NOT F.LLOWED ) 1 . DATUM IS B � O 3 1 110 AVAILABLE LOTt 2 `i' FF 42 DESIGN FLOW: _ BEDROOMS ( GPD) = 330 GPD 2. MUNICIPAL WATER IS � ""` 35 38 6 43` 330 8" PER F USE A GPD DESIGN FLOW . MINIMUM PIPE PITCH TO E 1 FOOT. 42.1 H --�� ---� 4 / UTILITY �,o' \ - - ---- 45 SEPTIC TANK: 330 GPD ( 2 ) = 660 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 POLE / / 3 .i �'�/� -' 4j6 _ 1500 5. PIPE JOINTS TO BE MADE WATERTIGHT. 1 � -<+ 4g USE A ____ GALLON SEPTIC TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. 1.5 .6 Co' - 49- _ LEACHING: ENVIRONMENTAL CODE TITLE V. RUC ,,,/ . - 1' Fill WITH SAN 50 - 2(25 + 12.83) 2 (.74) 112� 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE BY HAND 57 SIDES: USED FOR LOT LINE STAKING. 52 _ 25 x 12.83 (.74) = 237 FEN E -_- - _ BOTTOM: 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 1 kJ1 S 54 TOTAL: 472 S.F. 349 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT �� �S USE (2) 500 GAL. LEACHING CHAMBERS WITH 4' PROP. HEDGEROW 56 INSPECTION BY BARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH, '� 9 `s�S 15 STONE ALL AROUND 5 Sg 10, CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE 62. r LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 56.4 PROP. 3 8R ! LEGEND TITLE 5 SITE PLAN DWELLING PROPOSED SPOT ELEVATION OF °WAY FROM 62.9 LOT 2 SANTUIT- NEWTOWN ROAD ;:. '� ---•a\WAY FROM - � MtN FOUNDATION TF 65.0' 6�O 6 ,0 6, 1 OOX0 EXISTING SPOT ELEVATION ►--•� 1�\ �_ _ _ / :GARAGE c� IN THE TOWN OF: ►--] 6�- � / I 100 �RES LOT 3 a-- -o PROPOSED CONTOUR (C 0 TU I T) B A R N S TA B L E 65. 100 EXISTING CONTOUR PREPARED FOR: BAYBERRY BUILDING CO. 11 < co 3's 30 0 30 60 90 64.5 BOARD OF HEALTH MA 1" = 30' FEBRUARY 25, 2000 65.7 APPROVED DATE SCALE: DATE: 1 ��� i ' ALL ROOF RUN-OFF TO BE DIRECTED TO REVISED 5/3/00 (CONCOM) � / G / DRYWELLS, OR STONE TRENCHES ALONG 11 ' / �OQ • ,, DRIPLINES off 508-362-4541 r..., Q fox 508 362-9880 66.0 � \NUI Mqa �L ARNE H. Gs / down cape enNineering inc. o�� ARNE aE OJALA r . .... CIVIL H ,; ... No 3W92 CIVIL ENGINEERS OJALA q b � � e = I No. 0 '�F6ISTER�� BENCHMARK - CTR OF CATCH LAND SURVEYORS BASIN' EL. = 67.85 (ASSMD BARN. G.I.S.) 939 main st. yarmouth ma 02675 -- ----- ��(( --- �` ' ARNE H. OJALA, .E., P.L.S. DATE