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Home My WebLink About0043 SCUDDER'S LANE - Health 43 Scudder-Lane Bamstable o i No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 14 01ppYication for ]Dizpozal *patent Congtruction Permit Application for a Permit to Construct( )Repair{ )-Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. yJ IJ Ow er's Name,Address and Tel No. e,4"ChK/ p t Cl� + jn-We L*-t14 6 Assessor's MapNarcel of S�'A •Z y,3 5C,(�C/,O e,1 Ill L- QJ Ae,0S+,"/C Installer's Name,Address,and Tel.No. �—+ Ct $ Designer's Name,Address and Tel.No. /4 N� W's 3 t/L�J-4 6 1v-� 'L i v t t��►ry r_ �3q �✓►�-�►� s�- ��-e ivi ash Type of Building: Dwelling No.of Bedrooms 3, Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow //0 X S =' S 50 gallons per day. Calculated daily flow 55-O gallons. Plan Date 3 / D Number of sheets Revision Date Title Siie of Septic Tank / J�dO Type of S.A.S. fA- P S L_ Description of Soil W--S S I /b.(06 2 Nature of Repairs or Alterations(Answer when applicable) I 41+w�- '7'/) np f Date last inspected: j :Agree'ment: , 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 C e and not to place the system in operation until a Ce ifi- cate of Compliance has been issued by his Bo o alt . Signe Date01 d Application Approved by Date ' Application Disapproved for the following rea Permit No. ~ Date Issued i. �. No. .y f. �. Fee \� ' ! Entered in computer: THE COMMONWEALTH OF MASSACHUSETTS I :yes ' PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 3ppx� fication for 3Dfigpooal * gtent C ongtructtonPermit,.,, Application for a Permit to Construct( . )Repair( )Upgrade( j Abandon( ) O Complete System ❑Individual Components Location Address or Lot No. y V Ow er's Name,Address and Tel No. Assessor'sMap/Parcel ,Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. lv1 bk�-54n)5 �4� wt.j4- v t- teak (V> t� i M O, , rvI tBU s f L/14 P k,Ia1" - '�� Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow M)X 5 = 550 gallons per day. Calculated daily flow 5So gallons. Plan Date 3 /lv 16 y Number of sheets Revision Date Title Size of Septic Tank SRO Type of S.A.S. C H?Vb 8-e2s Description of Soil C Z_ If, r° I Nature of Repairs or Alterations(Answer when applicable) 501 ry k 0- (3o X S77 l I C1 _ , Date last t ins eced: P r 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 C.de and not to place the system in operation until a Ce ifi- cate of Compliance has been issued b his Bo o&H alth. J "` '� 2 t. Signed t/ � 11 Date , Lf Application Approved by Date _ 1.. Application Disapproved for the following rea o s / r Permit No. �.-- Date Issued '2I 4 ;wT" THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of, Compliance THIS IS TO.CERTIFY, that the On-site Sewage Disposal System Constructed Repaired ( )Upgraded(-71`) Abandoned( by at �(c,/ Jpr ( b�P ��Irt/' +�+hLc has been constructed in accordance i r with the provisions of Title 5 and the for Disposal System Construction Permit No. oo�� !aa dated S/7/ v' Installer Designer r The issuance of this ermit s'afi,of be construed as a guarantee that the(syste wil u c 'on as designed. Date J� G Inspector\ 1 FW(/(/ -----------------.------ No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS '303igpont *We Congtruction Permit Permission is hereby granted to Construct Repair rade Abandon �cvSystem-located at `T. r 2 J?/N (. 3�rA&4i- 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,ttxtCtio must 'e completed within three years-of the date of this p�i�. J i �-/ Approved by. V ,� ! Date._ � PP u FROM :down cape engineering inc FAX H0. Dec. 13 2006 09:00AM P1 � Town of Beatable Regulatory Services Thomas F. Geller, Director e ■NtJ14'A�iC. j S . Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA.02601 Office: 509-862-4644 Fax: 508-7W-6304 Installer�'. Desi er Certfiicatio r n Date: �oZ /3 p Sewage Permit,4 ssessor's MaplParcel Q",�/- /) Desipc!r:46 V3�10 q- Installer: ..-� i ''r wcA a.` Address, ! .` �- Address: q.-.-rv1 .t�, �1�, r{'lA�GS /✓�ilA�t,�l� D��'�Q> On 4, _ was issued a permit to install a (date). (installer)--- septic system at,er �7F-� ��. -'' Lc _ based on a design drawn by - (address) aJ o' _ dated (deli cerdffi that the septic system.referenced;above was installed substantially according to the'design,.which may include minor approved changes such as ;ateral relocation of the distribution box and/or septic tank. I certify'thaf'the-septicsystem referenced above was installed with major changes (i.e. ater than 10' l eral relocation of the SAS or any vertical relocation;of an), corrl:.ponent a. the septic sys ) but>n accordance Nxith State & Local.Regulations. Plan revision or ce ci-a�-b ilt. y designer to follow. N I (Install s 5igna t j esigfnervs Signature) ( £:xx DE ` �r s Stamp Herern ) � 1LE*R RETURN TO BARNSTAk1,E _PUBLIC BEAUER. DIVISION. CIiRTXF ATE_O ;w�COMPLIANCE VALL NOT RE ISSUE ) UNITIL B(31H :HJk FQ&M_ , AS-BUILT CARD ARE �FC1ETI D LtY Tft BARNSTABLE PUBLIC HEALTH DIVISION. T RANK YQU, Q:IleauWSeptica)csigncr Cmificsticm rorw 1.26-04.doc;n. SYSTEM PROFILE FF = 68.5' TEST HOLE LOGS � TOP FNDN. AT EL. 68.02' NOT TO SCALE) - ACCESS COVER TO WITHIN 6" OF FIN. GRADE PROVIDE INSPECTION PORT WITHIN ACCESS COVER (WATERTIGHT) TO 6" OF FINISH GRADE ENGINEER AH OJALA, PE CALVES : PASiVRE LN MINIMUM .75' OF COVER OVER PRECAST / r- WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM DAVE STANTON 67.0 WITNESS: _) W * 2" DOUBLE WASHED PEASTONE DATE: 3/12/04 ~ 66.3 RUN PIPE LEVEL AS LOCM �3 FOR FIRST 2' MAX RATE < 5 MIN/INCH g 3 PERC. A E il I 65.67'* PROPOSED 1500 64.03' "HH-2 H-2oCLASS SOILSp# 10,662GALLON SEPTICCHAMBERS 64.1 N 64.28' TANK (H- 20 ) GAS 63.49' C7 CI Cl O O CI IO C "'' ' BAFFLE 63.66' �� 4 o o 6 IN 63.3 C7 C7 {� O Cl O CJ CI C� 1 ELEV. `^ ( M2 % SLOPE) �6" CRUSHED STONE OR MECHANICAL C1 a C7 a O 1� E O" 66.3' COMPACTION. (15.221 [21) 2 C� C] C� C] 0 61 .3 A DEPTH OF FLOW = 4' ( 1 % SLOPE) ( 1 % SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE SL TEE SIZES: 10„ 17„ 10YR 3/1 , INLET DEPTH = 14" LOCATION MAP NTS OUTLET DEPTH B 27' , LEACHING ASSESSORS FOUNDATION- SEPTIC TANK 37 D BOX 21 ASSESSORS MAP 258 PARCEL 12 FACILITY *THE INSTALLER SHALL VERIFY THE 70r 5 32 10YR 5/2 LOCATIONS OF ALL UTILITIES AND ALL Cl BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SL SEPTIC SYSTEM NOTE: 2 BUILDING SEWER INVERTS SHOWN ARE n ° 42" 10YR 6/4 62.8' FOR NORTHERLY SIDE OF DWELLING ONLY. PLUMBING IS PROPOSED TO BE RE-ROUTED FROM KITCHEN SEWER OUTLET TO NORTHERLY BUILDING 56.3' G2 SEWER PERC LS „ 360.64' 48" MAPLE 10YR 5/6 N N EDGE 1pWN 99 OS +67. ,o I 6 . 6� +66.19 TH10 - - 120" 56.3' - - NO GROUNDWATER ENCOUNTERED +07.67 +67.77 ° s.7o +65.0o . NOTES: , 3" TREE Pq 67.43 <s \ SEPTIC DESIGN (GARBAGE DISPOSER IS NQT I I n p ) 1 . DATUM IS APPROXIMATE NGVD LOT 1 LAWINGS ° ° 67. 3 +66.58 87 SEWER LINE To BE DESIGN FLOW: _5 BEDROOMS ( 110 GPD) _ 550 GPD EXISTING 2.05 ACRES± 2. MUNICIPAL WATER IS SLEEVED FOR 10' USE A �50 GPD DESIGN FLOW EITHER SIDE OF 3, MINIMUM„PIPE PITCH TO BE 1 8" PER FOOT, 97 CROSSING WITH . ,. _ _ �.._. ._ SEPTIC TANK: 550 GPD ( 2 ) = 1100 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 20 WATERLINE EXIST. DWELL. 5. PIPE JOINTS TO BE MADE WATERTIGHT. BENCHMARK: USE TOP FNDN. - 68.0' W APPROx. WAr USE A 1500 GALLON SEPTIC TANK TOP FNDN AT EL. ERUNE LEACHING: 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ss.o' 8.55 INENVIRONMENTAL CODE TITLE V. (THIS AREA) 2(47.5 + 10.83) 2 (.74) = 172 SIDES: 7. THIS. PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT TO BE USED FOR ANY OTHER PURPOSE. GARAGE BOTTOM: 47.5 x 1 Q.83 (.74) = 380 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. DRIVEWAY TOTAL: 747 S.F. 552 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT \ o USE (5) 500 GAL. LEACHING CHAMBERS (ACME OR INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED +68.60 EQUAL) WITH 3' STONE AT SIDES AND 2.5' AT ENDS FROM BOARD OF HEALTH. \ 00 00 10. PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING SEPTIC SYSTEM NOTE:- SEWER LINE MUST BE RE-ROUTED TO EXIT VIA \ \ NORTHERLY BUILDING SEWER \ / SHOWN INSTALLER TO CONFIRM FEASIBILITY LEGEND PRIOR TO INSTALLATION OF ANY ' ° TI TLE 5 SITE PLAN PORTION OF SYSTEM \ "� 100.0 PROPOSED SPOT ELEVATION OF 1 OOxO EXISTING SPOT ELEVATION 43 SCIJDDER LANE �i IN THE TOWN OF: 100 PROPOSED CONTOUR BARN STABLE (VILLAGE) A q 100 EXISTING CONTOUR PREPARED FOR: RICK AND NANCY LAMB ►r. 30 0 30 60 90 255,20, BOARD OF HEALTH MA SCALE: 1" = 30' DATE: MARCH 16, 2004 APPROVED - DATE off 508-362-4541 fox 508 362-9880 FA OF t. �ytN OF ALAS o`'� ARNE H. Ctio o ARNE o�G� o� OJALA down cape engineering, inc. H. CIVIL c OJALA No, 30792 4 CIVIL ENGINEERS No 26348 LAND SURVEYORS Fss\0 s/ONAL 10qENG 0 >- 1 > 9 939 main st. yarmouth, ma 02675 ARNE H. OJALA, P.E., P.L.S. DATE ,.. -