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Home My WebLink About0051 SHIPS EAGLE LANE - Health 51 SHIPS EAGLE LANE,OSTERVILLE A=164.019 i; i TOWN OF BARNSTABLE 10CA 1"IUN J�'" J ' ,e SEWAGE # i- VII.LA,GE ��7�f t1111 ASSESSOR'S MAP &LOT 4 N INSTALLER'S NAME&PHONE NO. f SEPTIC TANK CAPACITY LEACHING FACILITY: (type) 4"P.01 (size) NO. OF BEDROOMS BUILDER-OR rO�WNE�' PERMITDATE: Zg 7 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 } a — 31 ;.. TOWN OF BARNSTABLE J LKA i0-- 51 'S�• AS 64 t� L-W SEWAGE # VILLAGE Q6�gfy ASSESSOR'S MAP&LOT INSTALLER'S NAME&PHONE NO. z� a SEPTIC TANK CAPACITY a a�� 6-PA" LEACHING FACILITY: (type) C seize) `1(� NO.~OF BEDROOMS BUILDER OR WNER k B A- PERMIIDATE: 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) , I Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by �� -. .. 4 A��- . .� 3 �y `� . . 1 4 ,; ., .. � . �- � �a �� _ s - � � 3�, � I �� J 7 'No. / �� +�j �„ d �� Fee 16t,IP _ 9) THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: �J a'" PlIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Yes 01ppYication for Migpool bpment Construction i3ermit Application for a Permit to Construct(X )Repair( )Upgrade( )Abandon( ) XCompleteSystem O Individual Components Location Address or Lot No. L.07 Z61J$1 rs 6 /e iotn& Owner's Name,Address and Tel.No. Assessor's Map/Parcel WVV& Pe 1 S _��} �iS 3iS &Je//ems/e e Installer's Name,Address,and Tel.No. ��' Designer's Namei,eAddress and Tel.No. Type of Building: Dwelling No.of Bedrooms Fivc Lot'Size JK '96 sq. ft. Garbage Grinder( ✓� Other Type of Building No.of Persons Showers( ) Cafeteria( ). Other Fixtures Design Flow�l klkoi gallons per day. Calculated daily flow �� gallons_. Plan Date Tl2® /97 Number of sheets .a.Je- Revision Date /47 Title S c k. pi"., cl Le4 r� Size of Septic Tank Type of S.A.S. Description of Soil 'PP*_� L-- 2 5' ^L �e�rn./. SAnof ° Z�.�5J r /Jf2"° �!e✓1.60)w 5� � '�1)4.3 o e' Z.S . 1�['��'J brf.w �C7NGV �0 6�.3 "" /Z'^ ////C Gi/LJ6�'J .TCi/�Cd 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 lace the syste operation until a Certifi- cate of Compliance has been issue y this o of " Signed Date 7/7/ r Application Approved by Date 1--2 8 - 9 -7 Application Disapproved for tV follo ng reasons Permit No. Date Issued LOCATION S TOWN OF BARNSTABLE .5.. � SEWAGE # � VILLAGE G�✓�`7'�e/'41GlI _ ASSESSOR'S MAP & LOTYLZLb INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY ��®' �►� LEACHING FACILITY: (type) (size) NO. OF BEDROOMS 57- BUILDER OR OWNE `/e?��X PERMITDATE:_ " Z -- q 7 COMPLIANCE DATE: is- Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility on site or within 200 feet of leaching facility) any wells exist Edge of Wetland and Leaching Facility(If any wetlands exist Feet within 300 feet of leaching facility) Furnished by Feet r S � . ' NO. 7 ' � C� y_ (� �� _ Fee Q75 j /- , II Entered in computer: THE COMMONWEALTK',OF MASSACHUSETTS : Yes y. PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS/ ?f 2pprication-for MtZpo2;ar 6pelem (Clon5truction permit Application for a Permit to Construct()(.)Repair(( )Upgrade(( )Abandon( ,f Com lete S stem ❑Individual Components PP ( P ) � P Y P Location Address or Lot No. 1—l>T uJ shy75 Faf/e LRru Owner's Name,Address and Tel.No. Assessor's Map/Parcel Wn'r 1(o S Pt(S cf� lir 1,s' 3(157 (f� sI�'1'4 � 02/C 3 y Installer's Name,Add r ss,and Tel.No. +�� Designer's Name,Address and Tel.No. $ioxizr i 04C 1 8iZ "at-" St. _ endVi , 1 '0 Osi-irvilLt MA 02/ps-C Type of Building: , Dwelling No.of Bedrooms Fiy+G Lot Size /0 96Z sq. ft. ;fGarbage Grinder _ Other Type of Building No. of Persons ° Showers( ) Ca eteria( ) Other Fixtures ` } - Design Flow gallons per day. Calculated daily flow SSA gallons. Plan Date o2�20�/47 Number of sheets::n'- ;i& Revision Date 4- 3 f 7 Title S, 1—I4N C� LCa YEN[ �' f Size of Septic Tank Z=cxD!W(lens !! .%Type of S.A.S. Acachem4 C lmm hers Description of Soil TP*?- O--' Z,S, LOa`m_li:$dr_�1 -'Z..S:-/Z�F'¢�J��vs� _56441 TPp"3. O^ z,5% Lag n 5a,AP ; Nature of Repairs or Alterations(Answer when applicable) ?{ . #t 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 t�Environmental Co ndl not to lace the syste operation until a Certifi- T cate of Compliance has been issue y_t is.>� - Signed Date .. Application Approved by Date Application Disapproved for the folio ng reasons Permit No. 7 - 16 6 Date Issued --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY,th t the On-s'te Sewage Disposal System Constructed( �,Repaired( )Upgraded:TZ ( ) Abandoned( )by �� _ � �4-5/< a I— Abandoned e,,7- Z.6 /�5 ��/�'C has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 7-A64 dated Installer Designer . The issuance of this erm4 shall not be construed as a guarantee that the system will function as designed. Date t Inspector --------------------------------------- No. Fee b D THE COMMONWEALTH-OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Mi5po5al *pgtem Construction permit V Permission is hereby granted to Construct(%.d�Re air( )Upgrade( )Abandon System located at L U M O h tc, and`as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty,to k comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be com leted within three years of the date of t is..pe_ it. Date: �! �� Approved by 7s t i � i • N ALL COMPONENTS LOCATED IN POTENTIAL 3gA 3g 1 SHEET 1 OF 2 c,�• VEHICLE TRAFFIC AREAS ALL PIPES TO BE 4 P.V.C. SCHEDULE 40. x �P\N TEST PIT #J SHALL BE H-20 LOAD CAPACITY. F.F. ELEV: _ 46.00' 4 COVERS LOCATED TO WITHIN - �x l� 3$. #P8124 0 12" OF F.G. f.G.- 41.II INV. = 37.5 '` 3$2 LOCUS \�\� t' 0 ELEV. = 20.00 _ 1 BASEMENT FLOOR x �$ ��III►u TDDe�rr /n�► T ' yr ELEV. = 37.00 3 SHI AS.s EAGLE .Lt1`1�1��i �.OAM`� _ VENT � , - \ �G SAND _ F.G:'=35 T .. . . .<; t p�PE..k � - B z F.G.= 35.0 _ _ INV. - 36.6 20001 GAL.E4S t T T p1PE 2 COMPARTMENT / C.B. FND. ,3$. BAY H-20 SEPTIC TANK tNV. = 36.8 F / 2.5 co - TOP = 33.0 PIPE INv. =32.4 DIET. INV. =32.6 I / 3 • // Box /• _ 3 3 -- ./ LaCl�3 MAP' ®® 0 ®® ®® 0 ®® = 32.17 $ SCALE 1 25,000 =®®go ®®® ®® EL ®III ® ®® / Bo®®ma® 3'�` 3Z C� 2• 2� x 3 ' PERK TEST /''l. �• 3 ASSESSORS 1// �®®®s aim®® ®� BQTTQM...ELEV_30.17 SE:T D. BOX„IN HEAVY DUTY MANHO-LE �� x 3�� .� C.B�N � i x �` MAP 165 !D. `�,_______- 32. ,r SET ON 6 CRUSHED STONE BASE. C.B. FND. PARCELS 94 & 915 - MEDIUM %% LEACHING CHAMBERS ACME PRECAST 9� 3� ? ZONES SAND >> DB3 OR EQUAL �-?__ •� 0 - C2 A.P. ----- - ____ __-- RESIDENCE F-1 %o c\ Z • `�° MINIMUMS �'�: N N0- -SCALE AREA = 43,560 S.F. Zg"�� V� , FRONTAGE = 210' i; 10 ELEV. = 10.00 _ BOTTOM OF TEST HOLE o� �C �� 33 WIDTH = 125" / o� .� �3 � �j• -- � 2 ' FRONT SETBACK = 30' NO WATER o0 LOT 1e7 SIDE SETBACKS = 15' EL. 1.9 WATER OBSERVED WlI rlA_M L. BROWN REAR SETBACK = 15' CTF. 111474 lo L.C.C. 26700D �/ ff99<'8 G ,L 21 n BUILDING HEIGHT = 30 p 69• P`' �� LOT 25 �4� WILLIAM L. BROWN 1-1 LEACHING CHAMBER DESIGN `j, Q p - CTF. 111474 a i shap� #16.51 pF / ' / �F, / 91,890 sq.ft. ! L.C.C. 26700E ALL PIPES TO BE SCHEDULE 40 PVC 9 �J USE 2 4* DISTRIBUTION LINES ,9 �c 2�0 IN 8 500 GAL. PRECAST LEACHING CHAMBERS C.B. FND. S76°4841 E /� `' ' / 2>\ � �(�ZSS SET IN A 316' X 28' WASHED STONE FIELD 9-5•�' (' / S ° ' A As SHOWN ;' '' / E; t TES_ T PIT #2 550 G.P.D./.74 + 50%; = 1115 S.F. OF LEACHING AREA REQUIRED f' f - P j \ { 1 #P8124 (36+36+28+28) X 2 = 256 S.F. SIDEWALL AREA 1 D 19 93 (28 X 316) = 1008 S.F. BOTTOM AREA 1 ! / / 0 ELEV. = 27.50 i ,o r ;, 1,264 S.F. TOTAL PROVIDED - PERCOLATION RATE: - I I x LOAMY SAN-D B 1 INCH IN 2 MINUTES OR -LESS. 2.5 f I i MEDIUM C2 DESIGN DATA ,� SAND SINGLE FAMILY- 5 -1REDR-0O MS WITH GARBAGE GRINDER r'-ff'I / FG� -� I ',t 1 /, DAILY (FLOW = 110 X 5 = 550 G.P.D. = � z 32 4 1 SEPTIC TANK = _550 X 200% = 11DO G.P.D. ;''f '� k ' j '� �� -.f 32 � 3e'. � �#2 k� , \G,�ON % 12 ELEV. = 15.5 USE 2000 (GAL. 2 COMPARTMENT SEPTIC TANK .0 ." ,`' $• ,,f 9 �i I i � 1 �� `�� NO WATER r'cP f f o �O` 3.5' 8.5' 2' f 04 r 28 / s 14' ' /x i 3.5' 8.50 4 8.50 �� ,i , f` 3.5 FINISHED GRADE P 1 OM A Fl 4 4 4 4� n <d a -.. . /'� /� f' �• ,Gi J ,.O i� ; �. j; �t �.� /� f�- PEASTONE - d d 4 d d 4 4 Co j F / �l ' / r�, GJ115 80,' vrt+ ; , �;// ►� 1 ad 4 a4d4 d 6 a O �m as d 4. n m 4 GI Af ! ! / / / 4 b �7�3 �_ p d4 d 4 da 4 ��m�mnm0�� n 444444-4' 4 4,_4 a 4 Q•4 4 .��A .! CV d a do 4 a a i�M��N� 4 4 4 4 44 441 4 -Tp, ! f" 0 ! 'r _ °aaa 4 aOO�mOe Q4444. W 4 a4 4 a VI N3 ; f r31 6 F, �. G i ' O / n t a 4 444tl0q a �? �, f 1 1 1 1 ,/ 3/4 TO 1 1/2 "�• I n a a 4 ;. ;, i� j p �J 410 ;n y� �.� ' WASHED STONE 4 i a 4 a W �' 4 4 F' i' r' �;: 1. / ARAM g �► 2�• `. 4 4 «o �' r' �` Na! P. \ \ \ .-� END SECTION da ddd °, dddd �y1, ; E % •""`� i`S. { .> !� NO SCALE YL WASHED STONE • fi r r QplOSF.O A,�9 ' �' 1RSt PR NG G 3 N - VENT `,wry C.B. FND. r j` fY f / D`�`'" _ t �4 F PLAN VIEW `� %` � rl ; �� ,,` " ` 3' �.�.- �- • � � �� `` `"." SCALE: 1„ = 20' ��c j / 2�,3 �'' 1 \ ` .5 r I N°, , A•\0 Q ,19R� L\M�� 9�°0 \,� '--___ � t D CID co AGNES V. HALL TR. o� \` A --�"- , x /!/ CTF. 46036 ;l j 1 o� t �� // 1!► 1 ..-- L.C. 31743 SZ ]GO of �j f/ Op 2 1 j'0 AGNES .V. _HALL TR \ g CTF. 46036 P dune L W G G• �6 L.C. 31743 LO 24 73,184 sq.ft.= 1.68 u,:'.. ipiand / I� 22,265 sq..ft. -June registered C.B. FND: \ 8,040 sq.ft. wetland registered - sl,, ® ' NOTES: 2,473 sq.ft.wetland unregistered 3 2.44 4acr�s t-td ' ` (1) REMOVE UNSUfTABL-E SOILS BENEATH OPOSE$SYSTEM,--$ACKFItt 20 �`(� Jam,/ 91 NTH CLEAN GRANULAR MATERIAL FILL TO BE GRADED AS FOLLOWS: NOT �O� AL / MORE THAN 15% RETAINED ON No. 4_SIEVE, NOT MORE THAN 90% RETAINED ` OF AL � f ON No. 50 SIEVE, OF FRACTION PASSING No. 4, 10% OR LESS TO PASS No. TOO SIEVE AND _ OR LESS TO PASS- No. '200 SIEVE, SOIL TO BE APPROVED �pG MARSH BY ENGINEER FOR COMPLIANCE PRIOR TO PLACING ON SITE. l • (2) LOCATION OF UTILITIES NOT SHOWN ON THIS PLAN, AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION FOR THIS PROJECT CONTRACTOR SHALL MAKE THE REQUIRED NOTIFICATION ..TO .DIG .SAFE _(7-804==-4B44)._9ND.APPRflPRIAIE a ,I 1• WATER DISTRICT TO DETERMINE UTILITY LOCATIONS. SITE PLM OF LAND 1� FOR ALL ASPECTS OF' THE SEPTIC SYSTEM THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING CODES AND REGULATIONS. ' (N M1 PARTICULAR-310CMR-15-000 THE STATE ENNARONW-INTAL CODE TITLE 5, 27 � {QSTERV�LL�) THE TOWN OF BARNSTABLE BOARD OF HEALTH REGUCR-TtONS FART VITI: _ _ __ ___. t� ON-SITE SEWAGE DISPOSAL REGULATIONS AND THE BOARD OF HEALTH Qv y RECOMMENDATIONS FOR ACCEPTED PRACTICE. ,(L� 131�eN11►.)T MASS. AIL TO ORDER FROM SUPPLIER. �KEEKS OF..lEAD TIME __ __ ;TWO COMPARTMENT SEPTIC TANK REQUIRES 2_ �� t4. - fit` r �� FOR AL Q3 THE SEPTIC TANK'S FIRST COMPARTMENT SHALL BE SIZED FOR 1100 GALLONS MIN. g THE SECfliV[3 COMPARTMENT SFiAL.i:$E SIZED f�3R 550 GkL1{�PFS MIN. � ' EDM ND- F. �c DEBORAH M. NELLY ALL IN ACCORDANCE WITH 310CMR 15.224 MULTIPLE COMPARTMENT TANKS. TWO TANKS IN SERIES MAY BE SUBSTITUTED SUCH THAT THE FIRST TANK IS 1500 GALLONS & THE SECOND TANK IS 1000_GALLONS AS PER 15:225. SCALE: AS NOTED DATE: FEB. 20 ,1997 NOTE: 3° REV. MARCH 25,1997 REV. APRIL 3,1997 THE PROPOSED SEPTIC SYSTEM IS MORE THAN 300' FROM A WATERCOURSE. THEREFORE, THE 250 RULE DOES NOT APPLY. '� I- ,�� ttGF ��,� BARTER & NYC INC, ELEVATIONS ARE BASED ON N.G.V.D. = 0.00' TGO YEAR -FLOOD = ELEV. 12.0' REGISTERED LAND SURVEYORS 6? �.g SLtR , CIVIL ENGINEERS AL PLAN O �fr " _ C? OSTERVILLE, MASS, ;- t�►ow ra,� __ SCALE 1 - 20 '�, r. , I CERTIFY THAT THE FOUNDATION SHOWN HERON COMPLYS WITH THE SIDELINE a WILLIAra J; GRAPHIC SCALE . AND SETBACK REQUIREMENTS OF THE TOWN OF c. 0 40 ._. BARNSTA$LE, AND I NOT LOCATED WITHIN THE No. s3sa y. _.. FLOODPLAIN. DATE: L.S. S. #96103 R