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HomeMy WebLinkAbout0998 ROUTE 149 - Health 998 ROUTE 149 r MARSTONS MILLS A = 102-004 No. 4210 1/3 RED PNSF E S S 17E' I 'J No. /� 1� �` ' Fee Entered in co uteri THE COMMONWEALTH OF MASSACHUSETTS P f Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01pplitatlon for Disposal 6pstPmt Cons" trULtlon i3Prmit Application for a Permit to Construct(K) Repair(�i} Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. y9 O _ er's Nam ddress,and Tel.No. Assessor's Ma /Parcel �"�u�µ a� P jo ?_ � q.q? p/Ja,,j 7,lb 5d?'qZ F`F'15_Z Insta ler'�S a Address,and Tel No. 4es' n r s me re s and e.No. N�a ,mod ,S QC VG SSA CTk . R XCA"e1,4;':;j �1✓�, c!div4eNS-C 3�lQ�I z/4 AJ 4 w r� ,s > �: F�t s� a js3a �'6 a0 v 4 )r4` 8gB_ Po- 23 3 Type of Building: Dwelling No.of Bedrooms 2— Lot Size 5 a 7 5 7 sq.ft. Garbage Grinder( ) Other Type of Building S;X4 '4,9, V No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) d--45'1' gpd Design flow provided - d gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank /,S d Q Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ur a ens onstruction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Tit l of th Env' ent C and not to place the stem in operation until a Certificate of Compliance has been issued by this oard of Hea h. Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. c°���© --/3 b Date Issued �� l ' Fee r THE�COMMONWEALTH OF MA SS'A.CHUSE Entered in corriputer: T S �f l ;,.r r <a Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ltlYlCatlOn for` mIspoiaY 6psU ConstrULtion Permit , Application for a Permit'to Construct(R)(".Repair(� Upgrade( ) Abandon( ) ❑Complete System El Individual Components Y, Location Address or Lot No. q7v 16.0 /y y' O ner's N dress,and Tel.No. t Assessor's Map/Parcel /p Z 1,16W ' , ! In lkrL aCmoe,Address,and TeN J %s eAr�elsps,and� .No n Sd�vo5SA 'Tit - YyCVik, 2/0 h/ A w I' f I t �/1tfndt5la JA -1530 -6&,124 v L K.^jtm 6y . J SO8- Vo-7233 Type of Building: Dwelling No.of Bedrooms Z Lot Size 5% -7 5 7 sq.ft. Garbage Grinder( ) Other Type of Building S i X VP )�4,vV V No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 0 ��gpd� Plan Date Number of sheets Revision Date Title ' Size of Septic Tank /S tl 0 Type of S.A.S. C. Description of Soil; Nature of Repairs or Alterations(Answer when applicable) Date last inspected: u Agreement: The undersigned agrees to ensur e onstruction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Titl of th Env' n ent C knot to place the stem in operation until a Certificate of Compliance has been issued by this oard of Hea h. ign d Date Application Approved by 3 / Date Application Disapproved b ' PP PP Y Date for the following reasons Permit No. 43 6 Date Issued l _ - ------------------------------------- --------------------- ----------------------------------------------------- ----- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(X) Upgraded( ) Abandoned( )by ('09RL (� p ,-7t,?k4"i,¢ rye, JAIC t at 990n ou - IV 9 has been constructed in accordance with the provisions of Title 5 and the for /n�i Disposal System Construction Permit No. : U -/ bated S/ h V Installer C 4U /� / l -- Q.SS�" �XI HU✓}fi. �'r�/ Designer �h� pPhS'(1,4v Q- #bedrooms Z_ Approved design flow, �{ gpd l ._. The issuance of this permit s all not be construed as a guarantee that the system ill fun f as design Date 5-'! U Inspector �. KS v - ----------------------------------------------- -----/ � � -------------- Fee------��---------- No. I- IC J THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal 6pstem Construction permit Permission is hereby granted to ConsjTuct ) Repair�Y) Upgrade( ) Abandon( ) System located at �?Pq t5 e %y 9 ZV_4 010/.0 A, fA, and as described in the above Application for Disposal System Construction Permit. The applicant cant recognized his/her du tyto 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 permit. Date ��d//f C Approved by v -� Town of Barnstable 1E r Inspectional Services ]Public health Division ° MARI�SrABM ` Thomas McKean,Director MAn � ' q' 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508,490-6304 Date: Sewage Permifto-�,Q_\,3co Assessor's Map/Parcel OZ. Installer&Desi aner Certification Form Designer: ,�� , LL � � Installer, c� Address: .. Address: O �O = z-� -- �.� issued to install a {dle) (installer) �. septic system at i� based on a design drawn'by (address) ttdq4 dated 2 R 1 r (designer) 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. Stripout (if required): was inspected and the soils were found satisfactory: T .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. Stripout(if required) was'inspected and the soils. were found satisfactory.. I certify that the system referenced above was constructed incompliance with the terms f the VA approval letters(if applicable). 09 MC � ny � -Sigaatute �NERS CAULEY C No.35101 esi er's :Mgn (A p Here) PLEASE TU TO BARNS: LE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS. FORM AND AS- BUILT CARD ARE.RECEIVED BY THE BARNSTAABLE PUBLIC.HEALTH DIVISION. T]HCAN]K YOU. gMffoe fonniWesiperoertificaUon form.doe l LOCATION SEWAGE PERIAIT NO. 999 R /Y9 VILLAGE INSTALLER'S NAIVE ADDRESS 8 U I L D E Ii OR OWNER DA T E PERMIT ISSUED I /DA/ DATE C0M /LIANCE ISSUED RT, / y Tow Al tlJA7E2 S6-RV/GGSC�SSDOOIS - - FRONT 2� zo �- 6s , ---�--$ i MAGNETIC TAPE ON ALL COVERS '�^ F.F. ELEV.—99•19 OBSERVATION PORT ----- TO BE BROUGHT TO 20'MIN. WITHIN 3" OF ELEV:—96• USE RISERS TO BRING USE RISER TO BRING FINISHED GRADE CQNCRETE COVERS TO WITHIN CQNCRETE COVER TO WITHIN 6 D GRADE 6' OF FINISHED GRADE 4" CAST IRON OR 12 MIN. INSIDE DIM. ELEV,= 93.0_94.9 SCHEDULE 40 P.V.C. I, " 4" DIA. SCHEDULE 40 PLASTIC PIPE 20 20 4" CAST IRON OR , MIN IN 4" CAST IRON OR SCHEDULE 40 P.V.C. DIST.= 14_0' SLP.= 0_181 SCHEDULE 40 P.V.C. Sj,p,=0.005 A 12"MIN. -- INVERT DIST.=3.9_ PLC�OHCpETE COVER DIST.__1__ BACKFILL WITH SAND ELEV.—95.53 FLOW LINE _ SLP.=0.1184 MEETING TITLE 5 REQUIREMENTS ELEV.=R3 00 10" MIN. �" INVERT LEV.= 92.12 THE LENGTH OF ELEV.= 92.75 ELEV.= 92•29 ELEV.=92_0 DETEO RM�WED HY THE LENGTH OF LIQUID DEPTH OF LIQUID OUTLET TEE DISTRIBUTION BOX THE TANK usED. DEPTH BELOW FLOW LINE (SEE CHART AT RIGHT) 4 FEET........14 INCHES IF MORE THAN 4' OF COVER. A ELEV.= 91_33 5 FEET........19 INCHES USE H-20 LOADING FEET........24 INCHES TO BE WET TESTED IF 18 1500 GALLON SEPTIC TANK SEE 310 CMR MORE THAN ONE OUTLET. QUICK4 STANDARD INFILTRATORS 48"x 34"x 12" 8.1' TO BE PLACED ON 6 15.227 (6) 3 TRENCHES, 3 WIDE, WITH 6 IN EACH TRENCH OF STONE OR MECHANICALLY TO BE PLACED ON AND A 16" END CAP ON EACH END — COMPACTED SOIL. 6" OF STONE OR — USE A TANK WITH THREE COVERS. MECHANICALLY COMPACTED SOIL. BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE ELEV =83_2 220 x 200% = 440 GPD (REQUIRED) SOIL TEST DONE BY. J.E. LANDERS—CAULEY P.E. 1,500 GALLON (PROPOSED) WITNESSED BY: D. STANTON _______________ PERCOLATION RATE:__2___MIN/INCH P# 12904 TEST HOLE 1 DATE: 0 Z?-7-Z 0 ELEV._93_4___ PROFILE OF DEPTH HORIZON TEXTURE COLOR MOTT. OTHER 34" t— 34" I— 34" -� S E WAGE DISPOSAL SYSTEM I�—36"— 9�}�36"—�}� 9. �—36"—� NOT TO SCALE 0"-10" O/A LOAM SECTION A—A I CERTIFY THAT I AM CURRENTLY APPROVED BY THE DEPARTMENT OF ENVIRONMENTAL PROTECTION PURSUANT 10"-28" B SANDY LOAM lOYR 5 6 TO 310 CMR 15.017 TO CONDUCT SOIL EVALUATIONS / AND THAT THE ANALYSIS GIVEN HAS BEEN PERFORMED GENERAL NOTES: BY ME CONSISTENT WITH THE REQUIRED TRAINING, EXPERTISE, AND EXPERIENCE DESCRIBED IN 310 CMR 15.017, I FURTHER CERTIFY THAT THE RESULTS OF 1. THIS PLAN IS FOR THE REPAIR OF AN EXISTING SEWAGE DISPOSAL SYSTEM. 28"-60" C1 MED. SAND IOYR 6/4 MY SOIL EVALUATION, AS INDICATED ON THE ATTACHED PERC ® SOIL EVALUATION FORM, ARE ACCURATE AND IN 2. PLAN REFERENCE Bk 204 Pg 155 LOT 0 BARNSTABLE REG. OF DEEDS. 40" ACCORDANCE WITH 310 CMR 15.000 THROUGH 15.017. 3. THIS PLAN IS FOR THE INSTALLATION /REPAIR OF SEPTIC SYSTEM AND NOT TO BE USED FOR SURVEYING AND ZONING PURPOSES. 60"-120" C2 COARSE SAND 10YR 6/8 DESIGN DATA: 4. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. NO H2O TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS ENC'D FOR THE SUBSURFACE DISPOSAL OF SEWAGE. TEST HOLE 2 DATE: 04�27L1C ELEV._R3.2___ NUMBER OF BEDROOMS �_(T_WQ�____ 5. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN GARBAGE DISPOSAL NONE (.Q)-_____ 12" OF THE FINISHED GRADE. DEPTH HORIZON TEXTURE COLOR MOTT. OTHER 6. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE TOTAL ESTIMATED FLOW 220_____ GPD • SAME, UNLESS NOTED BY FINAL CONTOURS. 0"-10" O/A LOAM ( 11(L__ GAL./BR./DAY X -2____ BR. ) 7. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR , SEPTIC TANK CAPACITY _JLSQQnBL,a_ WITHIN 10 QF DRIVES OR PARKING AREAS. H-20 LOADING ��+ tar , SHALL BE USED UR?D.ER OR WITHIN 10 OF DRIVES OR PARKING 10 —28 B SANDY LOAM 10YR 5/6 f'1'"� �= ' AREAS UNLESS NOTED. : LEACHING AREA REQUIR ENTS,, �,� 8. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL X( NDERS-CAULEY SIDEWALL AREA *s., jr. f BE MORTARED IN PLACE. � � -- � 28 —60 Cl MED. SAND IOYR 6/4 BOTTOM AREA * 4 , N �°1 9. NO 'DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH PERC ® — , , F p ,c�Q�' DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO 4o" �� n EC1ST' ``� �� OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. LEACHING CAP.(BOT. & ! �' .___ GAL. 10. THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF 60"-120" C2 COARSE SAND 10YR 6/8 `°� �. � ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. NO H2O RESERVE LEACHING C . CITY _414_86 _ GAL. ENC'D *26.85' x 3 x 6.96 = 560.63 APPLICANT: CAVOSSA EXCAVATION DATE: 04/29/10 560.63 x .74 = 414.87 GPD SHEET 2 OF 2 JOB # 1890 r • I1K /f �► r LOT B 6�� ,93` APPROXIMATE 15 42, W 113, ex Tp-�` LOCATION OF 68 LOCUS BENCHMARK: ,, j �/� �'- - �EBF W PIT lbFORMERLY +Yr • `, TOP OF CB-DH '�,� ELEV. 92.11 40 / BSERVATION `� FROT E ALY (� N 78°5,4•2 W CONCRETE AREAS i °' +• ! 13.22, i / ,� 1 —---- _- 1 1 1 � h • N 26.85 4JJcGTP LOCUS MAP l T d. ► � / �� � ., �+ �+ +i ++ ,, I I (__ N 78 m54�23„ w 36 � , ` BEDROSTING 64' FI OM HO U ELEV. 9900RSE � ''�� ' � '// ;'�J .19 DECK (I#allirj down) + + PA�ED ++ )DRIVEWAY GARAGV11 I HED C\2 CID Syi ' , CID co 1 CID CP z I / Cv O w / CHICLE TACKS LOT 0 I 54,757 S.F. 3 TOTAL I SITE PLAN o .� PREPARED FOR o CAVOSSA EXCAVATION I OF 998 ROUTE 149 I � BARNSTABLE, MA to J.E. LANDERS—CAULEY, P.E. 0 10' 20' 30' 40' CIVIL ENVIRONMENTAL ENGINEERING P.O. BOX 364 WEST FALMOUTH, MA 02574 508 540 — 7733 ph. 508 540 — 3344 fax S 87°48'20" E I 182.21' SCALE: i" = 20' ASS.#102-004 DATE: 04129110 I SCALE: 1" = 20' DRAWN BY- JDR JOB NO. 1890 SHEET: 1 OF 2 - -i