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HomeMy WebLinkAbout0067 OLD JAIL LANE - Health LOT 2 OLD JAIL LN. , BARNSTABLE A — 279 OJrs W m �e r e - f n r a ' r • w- ,a u r , a , r , : n� ' J •� a •1_ i. a � � , e s - : , = 5 u R 'od' IBL�T ZONING SUMMARY N73 �.1 d "� ZONE CLASSIFICATION: RF—Z - �> 57.5 MINIMLM LOT AREA: 43,560 Sq. FT. 30.3' PROPOSED MINIMLM T FRO NTAGE: ?Oft. '• e u POOL 111 MINIMLM LOT WIDTH: 150f t. MINIMLN YARD SETA AS r MIN. FRONT SETBACK — 'V f t. MIN. SIDE / REAR — Pft. {f� t: j / SITE IS LOCATED WITHIN THE GiD KINGS HIGHWAY HISTORIC, DISTRICT AND PARNSTAf,LE FIRE DISTRICT: . N s5 LOCUS MAP n � IiA o �I•.J 1:03 E ' °IL N m EXISTING 2 9A q SEPTIC 3A E VFJ7 THE EXISTING SEPTIC, SYSTEM SHONN WAS a EXISTING PLOTTED PY USING THE TIE DNELLING ��. \�� DISTANCES FOLND ON THE 07 � AS CARD FILED AT THE bARNST� 130ARP OF THE EXISTING DWELLING SHOVVN ASSESSORS' PARCEL I D#279055001 t O WAS LOCATED J5Y AN INSTRUMENT a q - SURVEY ON 03/13/20Z1 AND + \& EXISTS ON Tt1E GROUND AS z j >rr St1DW INC7 PROPOSED SPOOL OQ 'jj' 1� `�`a" —' '�s',cgc Y ✓'!`?�C� `^' /1 I! � a ```4�,t�°1, ICHAR LOT �9 w s, LOT-- 2, #G7DLD�JAIL LANE 7,273f FT. Ho, , st ARNe;TA�f�L SAGt1UsETT�� �q CANAL LAW SURVEYING and PERMITTING INC. Not I 5J'Od'E 5UR'Jr AiE dL 119-Ig' 104 PROFESSIONAL VEYOR an aurveyora— engineers SCALE: w 673 \ 560 Old Plymouth Road,5ogomore peach,.MA 0154 _ _ Ph:(5OB)E8b5?�5 Fmo1I:cane is urvey®ver Izamnet =FDR r 131I tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass02675 down cape engineering civil engineers& land surveyors structural design Arne H.Ojala P.E.,P.L.S. Timothy H.Covell,P.L.S. Daniel A.Ojala,P.L.S. land court ~- surveys January 11, 2000 site planning sewage system Thomas McKean, R.S. designs Barnstable Board of Health 367 Main Street Hyannis, MA 02601 inspections permits Re: Lot 2/2A, Old Jail Lane, Barnstable Dear Tom: On January 5, 2000, Down Cape Engineering, Inc. performed a soils inspection and an as-built of the septic system at the above-referenced location. As-built elevations and the location of the septic system are hereby certified to be installed in substantial compliance with Title 5 and Town of Barnstable regulations. If you have any questions, please do not hesitate to call me. Yours truly, Arne H. Ojala, PE, PLS Down Cape Engineering, Inc. cc: E. Steenstra r TOWN OF BARNSTABLE LOCATION LaT 7- .Z A old -Tas► Ln SEWAGE # 39--516 VILLAGE ASSESSOR'S MAP & LOT 2 2,4-27q .�S INSTALLER'S NAME&PHONE NO. Rohavf i3•009 J 3Z-oS 3,0 SEPTIC TANK CAPACITY I -00 ,LS LEACHING-FACILITY: (type) 3-SOOfc-f jeach Chct^k.S (size) 2, Fayi /O7C3o NO. OF BEDROOMS BUILDER OR OWNER C_ S +- a PERMITDATE: 9 l 9 q COMPLIANCE DATE: 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 A, c � t� Ai€e � r3 76 ®, d® R,r= S'` o 0 9l THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE,, MASSACHUSETTS Application for Miopogal *p.5tem Construction Permit Application for a Permit to Construct(JQ)Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. y7 Owner's Name,Address and Tel.No. o T ��2� Assessor's Map/Parcel Z Installer's Name,Ac1dress,and Tel.No. Desi ner's Name,Address and Tel.No. 9 y /;7119L7&f Type of Building: ,� 'S6 Z—" Dwelling No.of Bedrooms Lot Size Y7 7-I sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow `3'3 a gallons per day. Calculated daily flow 3& gallons. Plan Date Number of sheets Revision Date Z Title 1-w33 X ✓� Size of Septic Tank l�Ob Type of S.A.S. LA&41 . "Y5-722,74 Description of Soil �lL Y Nature of Repairs or Alterations(Answer when applicable) ��^^ ea EINGi r= ..�--'T ct IPf�R�/i•5'E P.. T nTION AND CERTIFY IN WRITING Date last inspected: THE SYSTEM WAS INSTI►I= IN STRICT AGCORDANCETO_PL AW! - Agreement: The undersigned agrees to ensure the c nstruction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Titl-' of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been iss is o d of Signed t Date _ Application Approved by a Date Application Disapproved for the following reasons Permit No. Date Issued TOWN OF BA.RNSTABLE LOCATION .D'7 L R ©ld SEWAGE # VILLAGE1��r^5 V; 4&10C ASSESSOR'S MAP & LOT &PHONE N0. R INSTALLERS NAME obes.l r� 0�� SEPTIC TANK CAPACITY LEACHING FACILITY: (type) $'Soo c-1 )e�,,rJ, ch«.-nk;s (size) '2;it F14: k?C3o NO.OF BEDROOMS {' BUILDER OR OWNER AF c c Sfec>nS+r oc l PERMIT DATE: 9 1 -9<1 COMPLIANCE DATE: 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 A' 70 aF o �a © I i / Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: . PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS Yes 01pprication for Migpoaf *pztem Con.5truction Permit ,1+ Application for a Permit to Construct Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.�O7 Z/2 0 u- Xf7t- Owner's Name,BAddress and Tel.No. Assessor's Ma /Parcel �'7 s"S" Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: ,� �K� Dwelling No.of Bedrooms Lot Size y7 2'73 sq. ft. Garbage Grinder( ) Other Type of Building k No. APersons Showers( ) Cafeteria( ) Other Fixtures ;'e Design Flow 7 3 j gallon t d�a Calculated daily flow '3 3(0 gallons. Plan Date 3 N ber of'� � um sheets Revisio Date Z Title Z/r- — , F . 1 � 'i"3 Z ✓� !✓✓ Size of Septic Tank l Type of S.A.S. C-�,a/7i i3 r-2z 5/S?77iV 4 . 1 . Description of Soil Nature of Repairs or Alterations(Answer when applicable) F Date last inspecteA7�- f ' Agreement: _ Kati The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with-the provisions of Till of the Environmental Code and-not to place the system in operation until a Certifi- cate of Compliance t as been iss his o �d of Signed &O Date Application Approved by Date ApplicatioriD!isapproved for the following reasons a Permit No. Date Issued --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (tertificate of (Compliance THIS IS TO CE F�Y^�th t t e_O - 'te�Se1w e,-'sposal System Constructed(ri ) Repaired ( )Upgraded( ) Aband/oned )by C.L/ C� ✓ 1 Ar L at Z ✓V VA /f i r N p has been constructed i accordance ... ,. with the provisions of Title 5 and the for Disposal System Construction Permit No dated Installer - Designer I A. , The issuance of this e 'i t s 11 no be construed as a guarantee that the sy'tpm will function s designed. �����// Date InspectorNo � IK1ilV r Fee ��rs THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS 'Wi5po5ar ft.5tem Construction Vermit Permission is hereby granted to Construct( .Repair( )U grade( )Abandon( ) System located at /U 2/ ?4 0�V l t-r , KZ �r T 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 p�errmit. Date: s�`/ / Approved by �.. /j✓ i G ' 4 i — P �b P 1 O s � E I � �i I. :8 Y3 E 1 i w �y:^ oswan +a� . ❑MOMM or.::w.� em ,p� `= w Y..�rmrw s I El\IC 5 —_ "�A. mere mera•m.oaaes. -w—: Ml[ lt[,RJOM .® tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cope engineering civil engineers&.land,surveyors structural design Arne H.'Ojala P.E., P.L.S. Timothy'H.Covell,P.L.S. land court, . ;. Daniel A•.Ojala,P.L.S. a_u. surveys January 11, 2000 site planning sewage system Thomas McKean, R.S. designs Barnstable Board of Health 367 Main Street Hyannis, MA. 02601 inspections permits Re: Lot 2/2A, Old Jail Lane, Barnstable Dear Tom: On January 5, 2000, Down Cape Engineering, Inc. performed a soils inspection and an as-built of the septic system at the above-referenced location. As-built elevations and- the location of the septic system are hereby certified to be installed in substantial compliance with Title 5 and Towri of Barnstable regulations. If you have any questions, please do not hesitate to call me. Yours truly, t Arne H. Ojala, PE, PLS Down Cape Engineering, Inc. cc: E. Steenstra i SEPTIC PROFILE ! `� T.O.F. AT El- 73,43' ACCESS COVER TO WITHIN6'OF FIN. GRADE Q+�'ro satq ACCESS COVER (WAGRADE TFRIWT) TO , TEST HOLE LOGS (AMINIMUM .7S OF COVER OVER PRECAST e'OF FIN. 2z SLOPE REQUIRED OVER SY57EM 61' ENGINEER: A.H. OJALA, PE m * RUN PIPE LEVEL r DOUME WASHED PEASTONE PROPOSED1500 FOR FIRST r 59.1' WITNESS: OES 2/10198 JERRY DUNNING 4aJ G&LON SEPTIC 62 17' ` DATE: GA MAIN ST. 62.65' TAW (H- 10 1 Ae O �J PERC. RATE _ < 5 MIN/INCH 58.63' 58.48' a 58.3 0 rr2A '6 S•e SIDES I g C� C= Ci I� ENDS CLASS SOILS P# 9315 8'CRUSHED STONE OR MECHANI� ,Z, Q LOCUS fx1MPACTION. (1a221 [Sll 0 EV ELEV. DEPrH of FLOW 4' 4—A SLOPE) (—� sLQPq 0 55.3' 59_0' Q' 72.0' c TEE s¢Es RAILROAD INLET DEPTH _ 10' 3/4' TO 1 1/2' DOUBLE WASHED STONE 2' O Y 0 OUTLET OEPTH - 14' f A A LEACHING SL SL N LOCATION MAP SCALE FOUNDATION— — SEPTIC TANK D' BOX FACILITY g" 2.5Y 4/3 6' 2.5Y 4/3 B ASSESSORS MAP 279 PARCEL 55 I SL SL ZONING DISTRICT: RF-2 YARD SETBACKS: LOTS 2 & 2A 1@I'ej, SUITABLE SOIL AT EL,=51' CHECKED 12/30/99 40� 2.5Y 6/6 65 gT 42' 2.5Y 6/5 68.5' FRONT = 30' 47,275 9Ff C SIDE = 15' C REAR = 15' 1. DATUM IS FROM BARNS. GIS LS LS PLAN REF. - 1 2. MUNICIPAL WATER IS AVAILABLE s 2.5Y 6/4 FLOOD ZONE: C -... ! 3. MINIMUM PIPE PITCH TO BE 1/8' PER FObT. 25Y 6/4 4. DESIGN LOADING FOR ALL PRECAST UNITS To BE AASHO H- 10 5. PIPE JOINTS TO BE MADE WATERTIGHT. g 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. 4 ' h ENVIRONMENTAL CODE TIRE V. 7. THIS PLAN IS FOR BE USED FOR LOT LINE STAKING.NG WORK ONLY AND NOT TO 120' 59.0' 132" 61-W 70— 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4' PVC. ^� �, NO WATER ENCOUNTERED N 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT \a, M— INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 73-- 74r._- DIELL ad. TR Mr a ,� SYSTEM ELEV. S.T. IN=62.65' DIN TOU=G 337 0� AS-BUIL D. IN=58..48' SITE AND SEWAGE PLAN TOP C HAMBER= OF EL. 59 10` LOTS 2/2A OLD JAIL LANE LE® } IN THE TOWN OF: 100.0 PROPOSED SPOT ELEVATION . BARNSTABLE (VILLAGE) 100xO EXISTING SPOT ELEVATION PREPARED FOR: ERIC STEENSTRA NAIL IN 20 PINE 1� PROPOSED CONTOUR 1 '� j 40 0 40 so 120 Feet 100 EXISTING CONTOUR 44 • SCALE: 1' = 60' DATE: JAN. 5, 2000 Domo OF WWALTB down cape engmeermg, Inc. �► _ eprRaM DATs �I CIVIL ENGINEERS LAND SURVEYORS op FFF / 939 main st. yarm outh, ma 02875 I ARNB B. QA, P.B., P.L.S. DATB 98-446-2 T.O.F. AT EL. 73.5' SEPTIC PROFILE TEST HOLE LOGS a ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO ENGINEER: A.H. OJALA, PE 64 MINIMUM .75' OF COVER OVER PRECAST WITHIN 6 OF FIN. GRADE Q 2% SLOPE REQUIRED OVER SYSTEM 60.5' WITNESS: JERRY DUNNING N. RUN PIPE LEVEL DATE: 12/10/98 a FOR FIRST 2' 2" DOUBLE WASHED PEASTONE ( o PROPOSED 1500 3' MAX. PERC. RATE _ 5 MIN/INCH a 62.0' JI 9315 ROUTE 6A 62 25, GALLON SEPTIC TEE 57 5' CLASS I SOILS P# SLAB O 66.0' TANK (H- 10 ) GAS 57.0' BAFFLE 57.17' o0 0 ED o o 0 o r--1 0 ED LOCUS 0 6.67' [:30 0 E� M M O 0 0 c 4' AT SIDES � z � 64.0'f 6" CRUSHED STONE OR MECHANICAL Q a a O Q m Q o O J COMPACTION. (15.221 [21) ao DEPTH OF FLOW 4' g 2 moon L Cl CI C� L7 54.67' Q ELEV., ., Q a (19 % SLOPE) ( � SLOPE) Q' 69.0 0 72.0 TEE SIZES: 3/4" TO 1 1/2" DOUBLE WASHED STONE INLET DEPTH 10"14,. 2" 0 0 OUTLET DEPTH = 2" A A LOCATION MAP FOUNDATION- 10' SEPTIC TANK 25' D' BOX 12' LEACHING SL SL FACILITY 6" 2.5Y 4/3 6" 2.5Y 4/3 ASSESSORS MAP 279 PARCEL 55 B B ZONING DISTRICT: RF-2 5' SL SL YARD SETBACKS: 40" 2.5Y 6/6 65.67' - " 2.5Y 6/6 FRONT = 30' N 42 68.5 SIDE = 15' C C REAR = 15' o LS PLAN REF. *CONFIRM 5' SUITABLE 49.67'* PERC PERC ® t_S FLOOD ZONE: C LOTS 2 & 2A '6j' MATERIAL BELOW LEACH 2.5Y 6/4 FACILITY PROPOSED 2.5Y 6/4 47,275 ELEVATION AT TIME OF FtT INSTALLATION (PRIOR TO INSTALLATION PORTION OF O SEPTIC SYSTEM �o AND PRIOR TO ANY HOUSE CONSTRUCTION.) ENGINEER `O TO INSPECT AND CERTIFY 5' 120" 59.0' 132 61.0' OF SUITABLE MATERIAL NOTES: o NO WATER ENCOUNTERED SEPTIC DESIGN: FROM BARNS. GIS � (GARBAGE DISPOSER IS .ALLOWED ) 1. DATUM IS ^,i DESIGN FLOW: -60 � '� `° M U A 330 3 BEDROOMS ( 110 GPf))� ^ 330 GPD 2. MUNICIPAL WATER IS AVAILABLE o `✓ 70 -= USE GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT, f 71- SEPTIC TANK: 330 GPD ( 22 = 660 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 150b 5. PIPE JOINTS TO BE MADE WATERTIGHT. 61 72-- USE A _� GALLON SEPTIC TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. --73-- LEACHING: _ ENVIRONMENTAL CODE TITLE V. I , .-74--- SIDES: 2(30 + 9.83) 2 (.74) 118 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE _ USED FOR LOT LINE STAKING. s3 ---' 72 ' � \ 75 �a_/ BOTTOM: 30 x 9.83 (.74) = 218 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 186. ' / / \64 °�• W w _ 76 ^ ^�^�n��� �� / ' TOTAL: 454 S.F. 336 GPD 9. COMPONENTS NOT`JO BE BACKFILLED OR CONCEALED WITHOUT TF �°`` 4r USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR INSPECTION BY .BOAQ ..OF izIEALTH AND PERMISSION OBTAINED 60 73.5' Dc '' _ _ _ �" FROM BOARD OF HEALTH. PT 1j�� - _ - '-- ;'gP EQUAL) WITH 2.5' STONE AT SIDES AND 2.25' AT ENDS 02 36, - \�09t P �o \j.? _ LEGEND SITE AND SEWAGE PLAN CO �s PROPOSED SPOT ELEVATION OF LOTS 2/2A OLD JAIL LANE 100x0 EXISTING SPOT ELEVATION VOL IN THE TOWN OF: ^� t 10O PROPOSED CONTOUR BARNSTABLE (VILLAGE) 100 EXISTING CONTOUR PREPARED FOR: ERIC STEENSTRA NAIL IN 20" PINE ' BENCHMARK ELEV=81.64' 40 0 40 80 120 Feet BOARD OF HEALTH APPROVER DATE MA SCALE: 1" - 40' DATE: JUNE 3, 1999 REV. AUG. 2, 1999 (MOVE HSE) off 508-362-4541 fox W8 362-9880 I down cape engineering, inc. ��t� of ec o ARNE H. wALA �, �o�� ARNE LAND S1<JRVEYORSNo.90L No.2 939 main st. yarmouth, ma 02675 �� 98--446--2 - AR a, P. o ftTE