Loading...
HomeMy WebLinkAbout0071 LOTHROP'S LANE - Health } ._ Lothrops Lane ! W. Barns./1 1oq._ova-co TOWN OF BARNSTABLE ' �ftHET� OFFICE OF BOARD OF HEALTH MASIL 0 0o i639• �� 367 MAIN STREET am k. HYANNIS, MASS.02601 March 16, 993 Michael J. Ostrowski 91 Old Toll Road West Barnstable, MA 02668 Dear Mr. Ostrowski: You are granted a variance from the Board of Health Regulation which requires a minimum lot size of 40,000 square feet, if a septic system and a private well are proposed to be constructed on the same lot. The variance is granted at Lot 9 Lothrops Lane, West Barnstable, with the following conditions: ( 1) The septic system and the private well shall be installed at the locations designated on the subdivision's master well and septic plan. (2) A well construction permit shall be obtained by the applicant prior to the installation of a private well. (3) The well water shall be tested for volatile organic compounds, nitrate-notrogen, sodium and all the other parameters required by the Board of Health Private Well Regulation adopted in 1989. (4) The septic system shall be installed in strict accordance with the submitted plans dated January 29, 1993. The variance is granted because the proposed well will be located greater than 150 feet away from the proposed leaching pits. The State Environmental Code, Title V, only requires 100 feet separation distance between a private well and a septic system. S(i�n��cerely yours,,(, Susan G. Risk Chairman BOARD OF HEALTH TOWN OF BARNSTABLE SR/bcs ostrowsk D NO. DATE �y f TNf Tog TOWN OF BARNSTABLE FEE o P . OFFICE OF �6 RECEIVED BY DAfl MAO& t BOARD OF HEALTH AtR °moo 039'w� 367 MAIN STREET HYANNIS, MASS. 02601 VARIANCE REQUEST FORM All variances must be submitted FIFTEEN (15) days prior to the scheduled Board of Health meeting. NAME OF APPLICANT /;I ;�'/�,��L P_4G��Lip TEL. NO. ADDRESS OF APPLICANT 6 fMA a0,6-a� NAME OF OWNER OF PROPERTY � iyLQ p SUBDIVISION NAME DATE APPROVED ASSESSORS MAP AND PARCEL NUMBER�yJµQ lD5/ R2C`cL 6/7.S" OD LOCATION OF REQUEST Srf (p SIZE OF LOT SQ. FT. WETLANDS WITHIN 200 FT. OF PROPERTY: Yes—No----.,- VARIANCE FROM REGULATION(List Regulation) 1221,y,MyWc ,�EQui2�wre�✓fs �U�2- 7�h`E Su vdL E �jis 'a S�.ti� f�� �uJ '6 1 /-07 #9Pr1�5 Ge55 REASON FOR VARIANCE(May attach letter if more space is needed) -7/,/6 ''Q 4 OF 0✓2EN S/��E �d�s 7` E ��eve.?-!� -4-EQ u,/L'z7iYt6-ti r For2- 7#E- Si-t� K2'; PLAN - F&uR COPIES OF PLAN MUST BE SUBMITTED CLEARLY OUTLINING VARIANCE REQUEST. VARIANCE APPROVED NOT APPROVED REASON FOR DISAPROVAL i Susan G.Rask Chairwoman Joseph C.Snow,M.D. Brian L Grady DES I GN CR I TER I A ; INVERT ELEVATIONS; GENERAL NOTES., DESIGN FLOW: \ INVERT AT BUILDING: Ci Z• $Z S BEDROOMS AT 110 G. P. D. PER. INVERT IN SEPTIC TANK: q 2'so I . THIS PLAN IS FOR THE DESIGN AND 00 AccEss covERs Musr BEDROOM EQUALS 560 G. P. D INVERT OUT SEPTIC TANK: CONSTRUCTION OF THE SEWAGE DISPOSAL ,DO FIRST 2 To BE WITHIN 12' OF ori BE LEVEL N GARBAGE GRINDER INVERT 1N Dlsr. BOX,, 9 U5 FACIL I TY ONLY. FINISH GRADE INVERT OUT DIST. BOX: 91 ,2 4' PVC MIN. 2' OF 2. ALL CONSTRUCTION METHODS AND SCHEDULE 40 0 PEASTONE I SEPTIC TANK REQUIRED: 5J INVERT /N LEACH PIT: 9 4•G o MATERIALS FOR THE SEPTIC SYSTEM 1� GAL. 1 % 3/4 1112 BOTTOM OF LEACH PIT: 5_15�0 ' 41o2� � ' - ' S� G. P. D.G. P. D. X I50% _ GAL , SEPTIC TANK * DIA. WASHED SEPTIC TANK PROVIDED., _I GAL. ADJUSTED GROUND WATER: SHALL CONFORM TO MASS. D. E. P. 4 OUTLET86,ro STONE TITLE 5 AND LOCAL BOARD OF HEALTH 10' MIN. H '14 D-BOX SIZE OF LEACHING FACIL I TY OBSERVED GROUND WATER: _O N�. REGUL A T I ONS. 7WC)L EACH P I T,5 REOU I RED: 5,50 G. P. D. 3. ALL SEPTIC SYSTEM COMPONENTS LOCATED PROFILE, NOT TO SCALE DESIGN PERC RATE =_ _ MIN/INCH ., _ REVISIONS: UNDER PAVEMENT SHALL BE DESIGNED TO 'PIT(S) W/ _�'STN. NO. DATE REVISION S/ONPROVIDED WITHSTAND H-20 LOADING. SIDEWALL —3_e2- S. F. Z• 5 = $�0 GPD 1 z•x,G• g3 Rev%sC_ MAG14 P1T5 o;*_- -EXISTING WELL 3 a 1 . 4. ALL SEWER PIPE SHALL BE SCHEDULE 4 0 BOTTOM: - S. F. X � = 3�.$ GPD OR APPROVED EQUAL. TOTAL: rACd S. F. 1 8$ GPD 5. BEFORE CONSTRUCTION CALL "DIG-SAFE" SOIL TEST PIT DATA 1-8007 322-4 84 4 FOR LOCATION OF ND I CA T ES INDICATES UNDERGROUND UT l L l TIES. PERCOLATION - OBSERVED TEST GROUNDWATER 6. VERTICAL DATUM IS: A`3twuA^e Z7 LEGEND 7. BENCH MARK USED: TP*%# 1 TP= --- 50"- = EXISTING CONTOUR GRND EL 04 GRND EL G. W. EL. ISO f G. W. EL. 8. FOR BENCH MARKS SET, SEE SI TE PLAN. 50 = PROPOSED CONTOUR — _ .r- - T'0PS01L g, TH15 Le T 1.5 L�'G���1� !!�/ Yl�l,� a 50 _ = PROPOSED .SPOT GRADE 5 �Rabs/i117WA7'ag PRO? r4eC7"14J�1 - 'a1 T'R/G r, o DIRECTION OF STORMWA TER g L 4 RUNOFF PEA 55 �?, sp' ' CrIv ' uG all DATE; 1 4�t 4/K TEST BY: t) LF- iG1JG, QD � �• � � s _, 1O4X K'I TNESSED BY:- . Mc_fAN 1500 GALLQf.1 2 'a�. ♦ ;;:< , PERC. RATE: Z A"'/N/INCH L�T 7p2oP. , Coe9r-I� r�uK, � '� ; r. SED h VA GA fS`T , ar a PROPO WELL it • ate. t L.F AG 3 � �v / f > : ' -IN. 1 OZPI 44 f co of 9 N S OA TE PRO SIONAL ENGINEER CIVIL DA TE PROFESSIONAL LAND% l �x� L4'�' SURVEYOR , c, o 10 ASSESSORS- MAP 109 LOT 54 " PLAN SHOEING THE DESIGN OF A PROPOSED Aix' SUBSURFACE SEPTIC DISPOSAL SYSTEM 3h2 L OT 9, L OTHROP 'S LANE, BARNSTABLE MA SCALE 1 = 40 ' JANUARY 29, 1993 EAGLE SURVEYING G ENGINEERING, INC. 441 ROUTE,130, SANDIYICH, AMA PROJECT NUMBER 93-009 E'E I 1 � i _ - a DES I GN CR I T ER I A ,• INVERT ELEVATIONS; GENERAL NOTES; DESIGN FLOW; \ INVERT AT BUILDING: ��• $Z S BEDROOMS A T 1(t? G. P. D. PER. INVERT IN SEPTIC TANK; q 2. I . THIS PLAN IS FOR THE DES/GN AND 00 ACCESS COVERS MUST , BEDROOM EQUALS 55b G. P. D INVERT OUT SEPTIC TANK: 2 CONSTRUCTION OF THE SEWAGE DISPOSAL —Coll, FIRST 2' TO BE WITHIN 12" OF GARBAGE GR I NDER �� E L E VEL FINISH GRADE N � INVERT 1 N D l ST. BOX: B 9 t � Ll FAClL1TY ONLY. INVERT OUT DIST. BOX: �it ,2 4" PVC M/N. 2" OF 2. ALL CONSTRUCTION METHODS AND NSCHIEDULE 40 0 Z.2 PEASTONE SEPTIC TANK REQUIRED: ,� INVERT IN LEACH PIT; 9d'�O 1500 55 n G. P. D. X 150% - GAL. , .MATERIALS FOR THE SEPTIC .SYSTEM �' t7 GAL. ! Ql"2 � � d 3/4' - 11�2" - BOTTOM OF LEACH PIT: SEPTIC TANK DIA. WASHED SEPTIC TANK PROVIDED: 1600 GAL. SHALL CONFORM TO MASS. D. E. P. y OUTLET�O wt STONE ADJUSTED GROUND WATER: TITLE 5 AND LOCAL BOARD OF HEALTH I o' MIN. H -10 D-BOX OBSERVED GROUND WATER: too N. ' SIZE OF LEACHING FAC/L lTY REGULATIONS. 2' 2 -rWo L FA CH P I T,5 REQU I RED: 5 60 G. P. D. PROFILE; NOT TO SCALE -� DESIGN PERC RATE _ MIN/INCH 3. ALL SEPTIC SYSTEM COMPONENTS LOCATED REV/ S I DNS; UNDER PAVEMENT SHALL BE DESIGNED TO TE PROVIDED:�Q, �.__'PI T(S) W/ q' T 'STN. NO. DA REVISION WITHSTAND H-20 LOADING. SIDEWALL: _� S. F. X 2.• -5 _ $SD GPD t 7�•,Z,G, W3 REv%SE.. LeAGN Pt'f'S �r:��---•EXISTING WELL a t . BOTTOM; 3 $ S. F. X © _ �✓ GPD 4. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR APPROVED EOUAL. TOTAL: . COl S. F. 1 L $GPD 5. BEFORE CONSTRUCTION CALL "DIG-SAFE" SOIL TEST PIT DATA � 8 00-322-4844 FOR LOCATION OF iNDlcaTES 4 INDICATES UNDERGROUND UTILITIES. PERCOLATION _ OBSERVED TEST GROUNDWATER 6. VERTICAL DATUM IS: Ac5'&UA e V LEGEND TPs TP3 7. BENCH MARK USED: --- 50 = EXISTING CONTOUR GRND EL q g,tq GRND EL T 8. FOR BENCH MARKS SET, SEE SITE PLAN. PROPOSED CONTOUR G. W. EL. N D�� G. W. EL. 50 T'0 5o �. P u TN15 LGs T !S L�CA-t9 b nV `W 50 = PROPOSED SPOT GRADE , AP CR4t�hlDtval�.QT2R P'r�Y�GT1�shl Su �ati DIRECTION OF STORMW,A TEA L O i .,. RUNOFF 0px51, i E 5 a S A GPE� ZkL twat t 5Y 1 uG G� � 0 I 0� 4+ oc» DATE: + o/ 4/ft Y 6 ' IC S ti TEST By: bb'L"L E. �G1JG. �04XOO WI TNESSED BY: -r MGMA `k SOT 7 1500 t,oN Z' 54GP'S'�C TAUK D PERC. RATE; I191N/INCH :- ., t \1A CA IS r WELL � �..+E„A,G�► �1 `C'S Sip r � � 44 A$ 'S� ; � ._. `� r � - �9�;� TP• , oQ-� oop A3 4'�2 IZI q:9 N 5Jo Ile GATE PRO SIGNAL ENGINEER CIVIL DATE PROFESSIONAL LAND SURtlEYOR > � ��� LOB" OO ,ri pi 10 .�� ASSESSORS MAP 10 L OT S �-- I a w o ��o 5. t PLAN SHOWING THE DESIGN OF A PROPOSED x ��' SUBSURFACE SEPTIC DISPOSAL SYSTEM LOT 9, L OTHROP 'S LANE, BARNSTABLE, MA SCALE 1 u = 40 ' JANUARY 29, 1993 EAGLE SURVEYING G ENGINEERING, INC. 441 ROUTE 130, SANDWICH, MA � PROJECT NUMBER 93-009 ! i DES I GN CR I TER IA : I LAVER T EL E VA T I ONS-, GENERAL NOTES., DESIGN FLOW: . . \ INVERT AT BUILDING: S BEDROOMS A T l l J0 a 2• F0 G. P. D. PER. INVERT IN SEPTIC TANK; I . THIS PLAN IS FOR THE DESIGN AND b0 FIRST 2' ACCESS COVERS MUST BEDROOM EOUALS 550 G. P. D INVERT OUT SEPTIC TANK; q o?5 ro CONSTRUCTION OF THE SEWAGE DISPOSAL ,DO BE WITHIN 12 OF EE LEVEL N INVERT IN DIST. BOX; FINISH GRADE GARBAGE GR I NDER FACILITY ONLY. INVERT OUT DIST. BOX: - 4` PVC MIN. 2` OF SEPTIC TANK REOUI RED: 2. ALL CONSTRUCTION METHODS AND SCHEDULE 40 0 �r PEASTONE INVERT IN LEACH PIT; MATERIALS FOR THE SEPTIC SYSTEM Z 11500 iA of� 3�4' - ll/2` 55b G. P. D. X I50°. _ ��5 GAL. BOTTOM OF LEACH PIT; g • SEPTIC TANK b DIA: WASHED SEPTIC TANK PROVIDED; 1600 GAL. SHALL CONFORM TO MASS. D. E. P. 4 OUTLET81p �p,O STONE ADJUSTED GROUND WATER; TITLE 5 AND LOCAL BOARD OF HEALTH I o' MIN. H t 4 D-sox OBSERVED GROUND WATER., ISO hx SIZE OF LEACHING -FACILITY. REGULATIONS. -TWO LEACH P l T5 REOU I RED; , O G. P. D. 3. ALL SEPTIC SYSTEM COMPONENTS LOCATED PROFILE; NOT TO SCALE DESIGN PERC RATE MIN/INCH REVISIONS; UNDER PAVEMENT SHALL BE DESIGNED TO PROVIDED:TWQ, A-'PIT(S) W/ —q' � `STN. NO. DA TE REVISION WITHSTAND H-20 LOADING. SIDEWALL: 3e L S. F. X 2. .5 9So GPD 1 �. 7,G- 95 REy%5E.. LrE AGA PIT5 a t ,C� - 3aS GPD BOTTOM: - 4. ALL SEWER PIPE SHALL BE SCHEDULE. 40 XrSTING IVELL �✓ __� S. F. X OR APPROVED EQUAL. TOTAL: rACO S. F. I_ $ GPD S. BEFORE CONSTRUCTION CALL "DIG-SAFE" . SOIL _ TEST PIT - DATA � l-8007 322-4 844 FOR LOCATION OF ' INDICATES v INDICATES UNDERGROUND UTILITIES. PERCOLATION OBSERVED TEST GROUNDWATER 6." VERTICAL DATUM I S: A!>5VM£'I7 LEGEND TPs TPY 7. BENCH MARK USED: _ - q 50 - EXISTING CONTOUR GRND EL. .O GRND EL G. W. EL. N o►s G. W. EL• s 8. FOR BENCH MARKS SET, SEE SITE PLAN. ifol PROPOSED -CONTOUR T09 u. g, 7H15 Lai 15 40 #-r1J W Yltil PROPOSED SPOT GRADE n15T'I�I GT. o -'► DIRECTION OF STORA&ATER Sug�n�L RUNOFF 3 �15'r 1►aG Gp N "�' 71 DATE: 1 0/ 4/ft q r r o ol TEST By: 1)OYLV- r4V3G, 6 _ 04XOO W I TNESSED B Y: T. M c MA 0 iff �Iv 0 Z_ PERC. RATE, A'ilN/INCH r . �- � .� X DPDSED VAGAN'T PR WELL 9 � I Ov Q G v Z `r ,.. 77�V�� ' /IC`°-• ` ,. �v f �� O �� _, S,� a 1 kIVO. S 9vFriZ , '� ` 1 . ` •` _ 6 i co SS t L ( TP -" N� IV5 DATE PRO SIONALJ ENGINEER CIVIL DATE PROFESSIONAL LAND SURVEYOR LOT 10 ASSESSORS MAP `� LOT 5- 4 o �,��, k 5• PLAN SHOWING THE DESIGN OF A PROPOSED `s,� �,42��' SUBSURFACE SEPTIC DISPOSAL SYSTEM LOT 9, L OTHROP S LANE, BARNSTABLE, MA SCALE 1 u = 40 ' JANUARY 29, 1993 EAGLE SURVEYING G ENGINEERING, INC. ( 441 ROUTE 130, SANVY-TCH, MA PROJECT NUMBER 93-009 J- -- _