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HomeMy WebLinkAbout0080 OAKDALE PATH - Health g0 OAKDALE PATH, OSTERVILLE A = 072 027 T0VVN LF BARNS TABLE40 LCICA'I'iON U 0� _ SEWAGE # `— / VILLAGE �' �f/0�(` ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. KO/ Z2 / e r ,2 SEPTIC TANK CAPAC :�-®G /1 e LEACHING FACILITY: (ty - — NO.OF BEDROOMS BUILDER OR OWNER All" PERMITDATE: /l — :iz ,2COMPLIANCE DATE;L Z f-,0 0 _ Separation Distance Between the: Maximum Adjusted Groundwater Table and 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— Soo y�- l of cw _ a c C ^ - w 1 No. — Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ZippYication for 30i5pont bpetem Congtructiorl Permit L'O Application for a Permit to Construct( )Repair( )Upgrade QK)Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. eo©AV Owner's Name,Address and Tel.No.,,f Assessor's Map/ParcelMAP s- 7— ® •,�,{r Installer's Name,Address,and Tel.No. ® Desi is Name,Address d Tel.No. ��✓ WAC15k- L. �mks el 41 400 90) (- Type of Building: Dwelling No.of Bedrooms E7 Lot Size 3, 3�sq.ft. Garbage Grinder( ) • Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 66D gallons per day. Calculated daily flow 659 gallons. Plan Date OV 1 Nu er of sheets Revision Date Title 6 A q L-4,6 I y ••Size of Septic Tank 9 Type of S.A.S. / Al(.Cd& _C .• Description of Soil =16A - rZ Iwc 47!: �od - 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 i e s T-TV, SignedDate Application Approved by Date Application Disapproved for e fo owing reasons Permit No. Date Issued TOWN OF BARNST_ABLE LOCATION C' O/ j' SEWAGE # . 7 VILLAGE t ; ASSESSOR'S MAP & LOT ���' INSTALLER'S NAME&PHONE NO. evz e SEPTIC TANK CAPAC � I LEACHING FACII.TTY: ✓ / ize�)� / NO. OF BEDROOMS G BUILDER OR OWNER U00, PERMTTDATE: COMPLIANCE DATE: I d o0 Separation Distance Between the: I . Maximum Adjusted Groundwater Table and Bottom of Leaching Facility I Fee Private Water Supply Well and LeachingFacilityt j on site or within 200 feet of leaching facility) any wells exist Edge of Wedand and Leaching Facility(If any wetlands exist Feet within 300 feet of leaching facility) Furnished by Feet � E a U1 f ; h No. t � Fee '7 � 1 ._. . THE COMMONWEALTIH OFF MASSACHUSETTS Entered in computer: Yes LLIC HEALTH DIVISION -TOWNIOF BARNSTABLE, MASSACHUSETTS .� ' ZIppricatiorY for Mispo.5ar 6p5tem Congtructfon Permit Application for a Permit to Construct( -)Repair( )Upgrade(PQ Abandon( ) :❑Complete System ❑Individual Components Location Address or Lot No. e0 0A90 LX FAT9 Owner's Name,Address and Tel.No.. OtsTS2. op-Be" Za T- J rJ N Irzv ,, Assessor's Map/Parcel MAP ' 2 i 2 Installer s iVame,Address,and Tel.No. Desig cr's Name,Address ajid Tel.No. :r RML1532— LI�M)15 61-7-'MAN er 6 Typ/oflBuilding: Dwelling No.of Bedrooms 5 Lot Size 313:1Z• sq.ft. Garbage Grinder( ) .Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow � gallons per day. Calculated daily flow S� gallons. Pl an Date bi/- 3 1 Nurn,�er of sheets I Revision Date ,` — Title 2i RA AOD S t 'tG 1 Q C.6 S ,d Size of Septic Tank Type of S.A.S. 4EAr4bAje, i tp Description of Soil v Nature df Repairs or Alterations(Answer when applicable) -F trxI Mgt, Date last inspected: Agreement: ' The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system r 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 issue s of '� Signed Date Application Approved by 1 f Date f I=�E- 9� Application Disapproved forte fo owing reasons i f I i Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS � ..BARNSTABLE, MASSACHUSETTS Certificate Hof Compliance THIS IS TOZCETI-47 at t e On-site Sera p s 1�stem Constructed( )Repaired( )Upgraded( ) Abandoned( )by at D AaZ>A LSr, VWiP has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.. `- dated Installer yj ao-,_ Designer �� 11 The issua of his permit all be c nstrued as a guarantee that the ill func ion as de�slg ed. )r- x-ate D Inspector r f� J --------r , ; --------------------------- No. 91 _7yoFee on THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Mis;pooar *pgtern Conotruction Permit Permission is hereby granted to Construct )Repair( )Upgrade YC)Abandon( ) System located at A d`p 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 permit. Date: �� ' .-� " Approved by �!{ o BAY IN m7 LOCUS \oar sr. 12 9R FINISHED GRADE 330SP• 3301 330E , 0 12 MIN. \ \ \ \ \ 2 5'7.5' 6.25 6.25 2.5 DESIGN DATA 9Y3TEM9 #i dt #2 _ / / \ COMPACTED FILL GR AN " 2 - PEASTONE 1-1.5" WASHED TONE A DRIgMo 36 MAX. ......... ..._.... ..._....... SINGLE FAMILY-3 BEDROOMS rC Q ' 3/4" TO 1 1/2 " ° o NO GARBAGE GRINDER WEST BAY 30.5" 0 DAILY FLOW = 110 X 3 = 330 G.P.D. • ' N GRAND DOUBLE , ISLAND : . ., %A , WASHED STONE 25.00' SEPTIC TANK 330 X 200% = 660 GAL • 3 TOTAL UNITS 1 STARTER,1 END, & 1 INTERMEDIATE. USE 1500 GAL. SEPTIC TANK o SECTION PLAN OF LEACH TRENCH LEACHING CHAMBER DESIGN SYSTEMS #1 do #2 NO SCALE ' LOCUS MAP L SCALE: 1" = 20' ALL PIPES TO BE SCHEDULE 40 PVC PERFORATED - SCALE 1 B5,000 USE 1 - 4" DISTRIBUTION LINE IN 3 RECHARGER UNITS t:4y IN A 12'X 25' WASHED STONE TRENCH AS SHOWN ASSESSORS I I! LEACHING AREA REQUIRED i MAP 72 PARCEL 27 330 G.P.D./.74 = 446 S.F. 2(25+12) x 2 = 148 S.F. SIDEWALL AREA ZONES (12 X 25) = 300 S.F. BOTTOM AREA !; { 448 S.F. TOTAL PROVIDED RF-1 & A.P. AREA = 43,560 S.F. WIDTH = 125' , FRONT SET BACK = 30' P SIDE & REAR SET BACKS = 15' i I BENCHMARK ALAN J. & CAROL M. HANOVER TOP OF C.B. N84°05�,12"E 26.5 # EL. = 14.55' 227.00' x 25.7 -",--- o C.B. 23.5" � `�\.� ~` 26.2 FND. 14.5 x 20.7 `. 25.4 !� 13.1 14.3 � . \ ^ 4.1 i' 24.6 S> , a 26.8 _ . \ �0 0" , N u 1 ,� �` Q o�eo> 24.5 25.9 �k� r tD co \ v 24.9 26.5 o � 1:2F --10 • 2 F w _ ° p � ZCo C ,� x 20.91 24. / 24.9 rri17.4 r • p ,• �76 DIST. 8 3ic 9.6 I 4, 70 O_ \ BOX \I 9.5 22.3 *_3 8 \ O C.B. 18.1 2 .4 \ 0 16.9 24.5 0 �� o of J . � f�� \ FND. `\� `97. \ 23. 26.0 0 o �t ! "Y(i ° 11. 15. cP� p o 24.8 26.5 23.6 0� " rQ EXISTING SEPTIC SYSTEMS o ° FROM NOTES OF OWNER 3 1b. `` 3•• 13.7 ' , 1$. \� 22.6 3. 23.3 9 �� 0, 1.6 �i - 600 gal. leach pit \ `�, 11.9\-``\ \ "2 .4 \ CP -o 22.4 *.1 6.6\ 24 0 black oak / 9.8 \ �5.6 x 21. 38.5 • 12.5 Z < 25.8 1'5.0�'* x 21.0 24.0 i 10 0 holly 2 .9 , 25.6 W 12"0 pine �Fq 14.0 ' g24.0rn \� ° 10 6 +. ? `14.4` 18.3leg 17.5 0 - \� ~' ` \• 4� 1 x 18.4 19.1 \�'� 20.9 �. 23.2 22.9 0 O FLOOD PLAIN LINE s.7 $ \�`• ` , • • 4. ``� �� 1 0 FROM F.I.R.M. 250001 0018D 06.5 ' ` � -V! � 0" REVISED: JULY Z1992 'r x15.1 1' x DATUM FOR THIS PLAN IS N.G.V.D. 8..0 x 16.8 m \#170/6 0. / \� 14.8/�`�w \ A?r 6.26 `�� "V x 15.1 oe x , 5 10.4 , � IOTA iI�L�I�i11 PLAN #� - "� a -®-6.1 _- .3 _ / \ ` -- 37,376 S.F. - • SCALE: 1" = 20' `� �•�� 9.s . . ---- . . �1t2.o 0,86 Ac, 18.0 11 L.C.B. GRAPHIC SCALE 9.9 7.9 - FND. 0 20 40 �---- / L 6.4 ----; 175,70' 4.9 << ° S'12"W OYSTER HARBORS CLUB INC. S84 0 _ x 9.2 t ` - PEST HOLE OCT. 7. 1999 z 5.1 BY BAXTER '& NYE INC, - WATER EL. 2.13' TOP OF FND. RAISE TO WITHIN 6" OF F.G. = 24.9' F.G.= 24t F.G.= 23t \ F.G.= 16f F.G.= 16f' INV. - S = 29 LEVEL 21:9' 2' �• IQ •.. 4" DIAMETER INV. = lsoo GAL SCHEDULE 40 P•V•C LEACHING CHAMBERS 1- 21.3 SEPTIC TANK DIST. INV. - INV. -13.4 BOX 21.1 :::.......... INV.`= 13.2 INV. = 13.0 ...........: ........-- 6 STONE BASE BOTTOM ELEV. EL = 11.0 0) 06 PROFILE OF SYSTEM #1 OBSERVED WATER EL. = 2.1 NO SCALE TOP OF FND. 24.9' FG� RAISE TO WITHIN 6" OF F.G. BASEMENT FLOOR = 18.28' F.G.= 19t 1 F.G.= 12t S \ � \ ��%�• � .� � F.G.= 12f' INV. 2q LEVEL x INV. _ LEACHING 16.3 1500 GAL 4" DIAMETER 2' ( M . SCHEDULE 40 p V C CHAMBERS � DIST. 16.0 SEPTIC TANK ' INV, s INV. =10.4 BOX 15.8 �:.• INV. = 10.2 INV. _ E 10.0 6 STONE BASE BOTTOM ELEV. EL = 8.0 a) , - OBSERVED WATER EL, = 2.1 PROFILE OF SYSTEM #2 NO SCALE SITE PLAN OF PROPOSED SEPTIC UPGRADE 1. REMOVE UNSUITABLE SOILS BENEATH PROPOSED SYSTEM, BACKFILL WITH AT #80 OAKDALE PATH CLEAN GRANULAR MATERIAL FILL TO BE GRADED AS FOLLOWS: NOT MORE THAN 15% RETAINED ON No. 4 SIEVE, NOT MORE THAN 90% RETAINED ON IN # 50 SIEVE, OF FRACTION PASSING No. 4, 10% OR LESS TO PASS # 100 SIEVE AND 5% OR LESS TO PASS No. 200 SIEVE, SOIL TO BE APPROVED BY ENGINEER FOR COMPLIANCE PRIOR TO PLACING ON SITE. (OSTERVILLE) 2. LOCATION OF UTILITIES NOT SHOWN ON THIS PLAN, AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION FOR THIS PROJECT CONTRACTOR SHALL MAKE BARNSTABLE, MASS. THE REQUIRED NOTIFICATION TO OIG SAFE (1-888-344-7233) AND APPROPRIATE WATER DISTRICT TO DETERMINE UTILITY LOCATIONS. 3, FOR ALL ASPECTS OF THE SEPTIC SYSTEM THE CONTRACTOR SHALL COMPLY FOR WITH ALL GOVERNING CODES AND REGULATIONS. IN PARTICULAR 310CMR RICHARD T. & JOAN HORAN, TRS. 15.000 THE STATE ENVIRONMENTAL CODE TITLE 5, ON SITE SEWAGE DISPOSAL REGULATIONS AND THE BOARD OF HEALTH RECOMMENDATIONS FOR ACCEPTED I CERTIFY THAT THE EXISTING BUILDING SHOWN PRACTICE. SCALE: � " = 2O' DATE: NOV. 3, 1999 HERE ON COMPLIES WITH THE HORIZONTAL �� �t ice,_ & DIMENSIONAL REQUIREMENTS OF THE LOCAL 4. THE CONTRACTOR IS TO SECURE APPROPRIATE PERMITS FROM TOWN ZONING BY-LAW, AND THE FOUNDATION FALLS AGENCIES FOR THE CONSTRUCTION DEFINED BY THIS PLAN. BAXTER NYE INC, IN SPECIAL F.E.M.A. FLOOD HAZARD AREAS �t �! 3 SHOWN AS ZONE C. 5. ALL STRUCTURES BURIED DEE4 THAN 4 FEET OR SUBJECT TO VEHICLE REGISTERED LAND SURVEYORS 490HAM ,. . 2 �, 5 s" TRAFFIC SHALL BE H-20 L-�JADIR•G. CIVIL ENGINEERS DATE: V{ -"19 /' C:S 6. SOILS IN AREA OF PROPOSED LEACHING SYSTEM WILL BE CONFIRMED AT ❑S T E R V I L L E, MASS, OFFSETS TO THE EXISTING FOUNDATION SHOULD .�Q _icy ,. '`•r�, � � 4' r TIME OF CONSTRUCTION. NOT BE USED TO ESTABLISH PROPERTY LINES. lSTu�s�� ;,' j ¢� 7. EXISTING SEPTIC SYSTEMS ARE TO BE PUMPED AND FILLED WITH SAND. 8.'INVERTS TO BE FIELD ADJUSTED AS NEEDED TO ACCOMODATE DEED REFERENCE: CERTIFICATE 138181. ; EXISTING PLUMBING. - PLAN REFERENCES: LOT E ON L.C.C. 15490F & 1 VVV ON L.C.C. 15354-33 #99097