PLAN i
TOWN OF OUEENSBURY TOWN CODE CHAPTER 136-11 HOLDING TANKS
A. HOLDING TANKS ARE PROHIBITED UNLESS A VARIANCE IS GRANTED FOR A HOLDING TANK BY THE LOCAL BOARD F A (9) THE ALARM SYSTEM SEQUENCE OF OPERATIONS IS AS FOLLOWS: WHEN THE '0 HEALTH LEVEL OF THE HOLDING TANK REACHES 50% OF - +
PURSUANT TO THE VARIANCE PROVISIONS AT §§136-18 TO 136-20 OF THIS CHAPTER.0 AMENDED 5-5-1997 BY L.L. NO. 4-19970 THE USABLE LEVEL IN THE TANK, THE YELLOW LIGHT WILL INDICATE "TANK HIGH LEVEL." WHEN THE LEVEL OF THE HOLDING
TANK REACHES 100% OF THE USABLE LEVEL IN THE TANK, THE BUZZER WILL SOUND, THE RED LIGHT WILL FLASH TO "" t
B. IN THE EVENT THE LOCAL BOARD OF HEALTH GRANTS A VARIANCE AUTHORIZING USE OF A HOLDING TANK, THE DESIGN AND INDICATE 'TANK SHUTOFF LEVEL," AND THE SOLENOID VALVE IN THE MAIN WATER LINE WILL ENERGIZE AND CLOSE TO -
INSTALLATION OF THE HOLDING TANK AND ALARM SYSTEM SHALL COMPLY WITH THE FOLLOWING SPECIFICATIONSAAMENDED PREVENT ANY MORE WATER FROM ENTERING THE RESIDENCE. THE PUSHBUTTON WILL BE USED TO SILENCE THE BUZZER. THE
5-5-1997 BY L.L. NO. 4-19970 SYSTEM WILL RESET AFTER THE HOLDING TANK IS PUMPED DOWN TO BELOW THE ACTUATION LEVEL OF THE LEVEL SWITCHES.
(10) FLOAT SWITCHES SHALL BE DIRECT ACTING, NORMALLY OPEN, SUSPENDED, WITH BUILT-IN WEIGHT WHICH ACTUATES WHEN tf+
(1) THE HOLDING TANK SHALL BE A WATERTIGHT PRECAST CONCRETE SEPTIC TANK, WITHOUT OUTLETS, WITH A WATERTIGHT THE LONGITUDINAL AXIS OF THE FLOAT IS HORIZONTAL AND DEACTUATES WHEN THE LIQUID LEVEL FALLS ONE INCH BELOW
SEALANT MATERIAL FOR JOINTS BELOW THE MAXIMUM WATER LEVEL. THE TANK SHALL ALSO BE EQUIPPED WITH A THE ACTUATION LEVEL. THE FLOAT SWITCH SHALL OPERATE AT 120 VOLTS ALTERNATING CURRENT WITH A PILOT DUTY OF
TWO-PHASE ALARM SYSTEM. REFER TO FIGURES 2 AND 3 FOR THE DETAILS AND SPECIFICATIONS REQUIRED. EDITOR'S NOTE: 4.5 AMPERES MINIMUM. THE CONTACT SHALL BE NORMALLY OPEN, I.E., IT SHALL CLOSE WHEN THE FLOAT RISES ABOVE THE
FIGURES 2 AND 3 ARE INCLUDED AT THE END OF THIS CHAPTER. ACTUATION LEVEL. THE FLOAT SHALL BE CHEMICAL-RESISTANT POLYPROPYLENE CASING WITH A FIRMLY BONDED ELECTRICAL Z �- `N
CABLE PROTRUDING. ONE END OF THE CABLE SHALL BE PERMANENTLY CONNECTED TO THE ENCLOSED MERCURY SWITCH, O
(2) THE HOLDING TANK CAPACITY MUST BE EQUAL TO AT LEAST TWICE THE VOLUME OF WASTE GENERATED BETWEEN AND THE ENTIRE ASSEMBLY ENCAPSULATED TO FORM A COMPLETELY WATERTIGHT AND IMPACT-RESISTANT UNIT, GOULD m
ANTICIPATED REMOVAL DATES. THE FOLLOWING TABLE GIVES THE MINIMUM SIZE OF HOLDING TANK REQUIRED AND IS BASED TYPE A2-3 OR EQUIVALENT. M
ON SEVEN DAYS BETWEEN ANTICIPATED REMOVAL DATES: (11) THE FLOAT SWITCH WIRING SHALL BE TERMINATED IN A NEMA 4X JUNCTION BOX MOUNTED INSIDE THE HOLDING TANK. ALL f.---- --
WIRING FROM THE FLOAT SWITCH JUNCTION BOX TO THE LEVEL ALARM SYSTEM PANEL SHALL BE INSTALLED UNDERGROUND _jJ.'' `
REQUIRED MINIMUM HOLDING TANK CAPACITIES IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL'ELECTRIC CODE AND ALL STATE AND LOCAL CODES. WIRING
SHALL BE 3#12AWG, TYPE THW OR THWN, CONDUCTORS IN A ONE HALF-INCH PVC CONDUIT. ONE LEVEL SWITCH SHALL BE
NUMBER OF BEDROOMS HOLDING TANK CAPACITY REQUIRED ACTUATED WHEN THE TANK IS AT 50% OF THE USABLE CAPACITY TO INDICATE A HIGH LEVEL. THE SECOND LEVEL SWITCH
(GALLONS) SHALL BE ACTUATED WHEN THE TANK IS AT 100% OF THE USABLE CAPACITY TO INDICATE A SHUT OFF LEVEL. W co
1 2,000 (12) THE CONTROL RELAYS SHALL BE GENERAL PURPOSE, 120 VOLTS ALTERNATING CURRENT, WITH CONTACTS RATED FOR FIVE T' c
AMPERES CONTINUOUS. THE NUMBER AND TYPE OF CONTACTS SHALL BE AS SHOWN, SQUARE "D" 8501, TYPE RS-14, OR •LLUj
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2 3,000 EQUIVALENT. A RELAY SOCKET TO MATCH THE CONTROL RELAY FURNISHED SHALL BE PROVIDED. f Z O
3 3,500 (13) THE ALARM LIGHTS SHALL BE 120 VOLTS ALTERNATING CURRENT PILOT LIGHTS WITH A DOMED PLASTIC LENS. THE "TANK m
HIGH LEVEL" LIGHT LENS SHALL BE YELLOW, SQUARE "D" KP1Y9 TYPE K OR EQUIVALENT. THE "TANK SHUTOFF LEVEL" LIGHT A
4 4,000 r
SHALL BE SUPPLIED WITH A FLASHER AND A RED LENS, SQUARE "D" KPF1R9 TYPE K OR EQUIVALENT. O U y
5 4,500 (14) THE BUZZER SHALL BE 120 VOLTS ALTERNATING CURRENT, HEAVY DUTY, ADJUSTABLE VOLUME EDWARDS ADAPTABUZZER, 0 W
(1) THE HOLDING TANK MAY BE SUBJECT TO SEVERE FLOTATION FORCES IN AREAS OF HIGH GROUNDWATER. THUS, HIGH TYPE 340A-N5 OR EQUIVALENT. z Z CL
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GROUNDWATER DETERMINATION, AS PROVIDED FOR IN APPENDIX F. EDITOR'S NOTE: APPENDIX F IS INCLUDED AT THE END (15) A NORMALLY OPEN, 120 VOLTS ALTERNATING CURRENT, NONILLUMINATED PUSHBUTTON SHALL BE PROVIDED. THE rrnn
OF THIS CHAPTER. IS REQUIRED WITH EACH APPLICATION SUBMITTAL. WHERE HIGH GROUNDWATER CONDITIONS EXIST, PUSHBUTTON SHALL HAVE A FULL GUARD. SQUARE "D" KR1UH5 TYPE K OR EQUIVALENT. vJ W W In
CALCULATIONS BY A REGISTERED ENGINEER ADDRESSING TANK FLOATATION AND MITIGATING MEASURES ARE REQUIRED. (16) THE RELAYS AND RELAY SOCKETS SHALL BE MOUNTED IN A GENERAL PURPOSE NEMA 1 ENCLOSURE. THE ALARM LIGHTS, I— t4
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(4) HOLDING TANKS SHALL BE LOCATED ABOVE THE ONE-HUNDRED-YEAR FLOOD LEVEL. BUZZER AND THE BUZZER SILENCE PUSHBUTTON SHALL BE MOUNTED ON THE FRONT OF THE ENCLOSURE. ALL NECESSARY o
(5) HORIZONTAL SEPARATION DISTANCES FROM WASTEWATER SOURCES, AS PROVIDED FOR IN APPENDIX A, TABLE 1, MUST BE MATERIALS SHALL BE PROVIDED, I.E., TERMINAL BLOCKS, CONNECTORS, ETC., TO MOUNT AND CONNECT ALL DEVICES. THIS Z Q OD
MET. EDITOR'S NOTE: APPENDIX A, TABLE I, IS INCLUDED AT THE END OF THIS CHAPTER. THE SEPARATION DISTANCE ENCLOSURE SHALL BE PROVIDED WITH A NAMEPLATE WITH THE FOLLOWING DESCRIPTION "HOLDING TANK LEVEL ALARM W Cy
REQUIRED FOR HOLDING TANKS SHALL BE THE SAME AS REQUIRED FOR SEPTIC TANKS. SYSTEM." PLASTIC LAMINATED NAMEPLATES, WHITE THROUGH TO BLACK CORE, SHALL BE PROVIDED OVER EACH DEVICE. THE cki
(6) HOLDING TANKS TO BE LOCATED UNDER DRIVEWAYS, ROADS, PARKING AREAS OR AREAS SUBJECT TO HEAVY LOADING SHALL NAMEPLATE DESCRIPTION SHALL BE AS INDICATED ON THE SCHEMATIC. ALL WIRING IN THE HOLDING TANK LEVEL ALARM CO vj
BE DESIGNED TO WITHSTAND H-20 HIGHWAY LOADS. CERTIFICATION OF LOAD CAPACITY SHALL BE SUPPLIED BY THE TANK SYSTEM CONTROL PANEL SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. A COPY OF THE SCHEMATIC AND CDMANUFACTURER. SEQUENCE OF OPERATION SHALL REMAIN WITH CONTROL PANEL. THE ENCLOSURE SHALL BE MOUNTED IN A SUITABLE w L
(7) THE HOLDING TANK SHALL BE ACCESSIBLE FOR A PUMPING VEHICLE. EVIDENCE OF AGREEMENT WITH A LICENSED LOCATION IN THE RESIDENCE. O WCL
PROFESSIONAL HAULER FOR PUMP OUT AND DISPOSAL IS NECESSARY PRIOR TO APPROVAL OF INSTALLATION. (17) THE SOLENOID VALVE SHALL BE A NORMALLY OPEN (ENERGIZE-TO-CLOSE) VALVE, 120 VOLTS ALTERNATING CURRENT AND
(8) THE HOLDING TANK SHALL BE REMOVED OR FILLED WITH AN INERT MATERIAL IF ABANDONED OR WHEN PUBLIC SEWERS ARE SHALL BE INSTALLED IN THE RESIDENCE INCOMING MAIN WATER LINE. THE SIZE OF THE VALVE ORIFICE SHALL CORRESPOND
INSTALLED. WITH THE PIPE DIAMETER OF THE WATERLINE. WIRING TO THE SOLENOID SHALL BE SIZED IN ACCORDANCE WITH THE LATEST 3
EDITION OF THE NATIONAL ELECTRIC CODE. O
(18) TANKSALL HOLDING BE INSTALLED BELOW FINISHED GRADE OF THE SITE WITHIN A
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INSTALLATION. THIS SECTION IS INTENDED TO PREVENT THE OCCURRENCE OF MOUNDING IN THE AREA T OF RADIUSTHE OF THE m
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TANK.DAMENDED 7-6-1998 BY L.L. NO. 4-19980 — L=L
C. OTHER APPLICABLE PROVISIONS CONTAINED IN THIS PART 1 SHALL APPLY IN ADDITION TO THE ABOVE. W Z U) to Z
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HEAVY DUTY PL 0ASTIC I
COVER. POLYLOK
OR EQUALL Q (Y W O
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I ASPHALTIC FILE COPY w w (J
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EXTENSIONS BY ,.^
SEAL POLYLOK, OR EQUAL �JJ 0-
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T TANK SHUTOFF O co
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FLOAT ALL LIQUID JOINTS
LEVEEL BELOW
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SAKI TARY- WATERTIGHT AND
"O" TEE (TT'P•) r LEAKAGE TESTED //�� O "a
"I. _ PRIOR TO BACKFILUNG I
f < TOWN OF QUEENSBURY ~ In
N THE SLOPE OF THE INLET PIPE I p f E — 4
`TANK HIGH BETWEEN THE RESIDEN77AL BUILDING �i,aR;IR/IaNT r3
< LEVEL FLOAT UNIT AND THE HOLDING TANK �'EiSn(?(J(};]Ur 1kriTllG�(1 B:a"T inatI0r1�COrI1I^.11aiTCB RECORD OF WORK DATE BY Z
.� TO BE 1/4"PER FT.
W1Th OLIr GOITIments shr,' ai )e construed as SUBMITTAL TO BUILDING DEPARfMERr 03/02/18 DM Q
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a 6" TO 12" LAYER InL�iCati9TQ ttlC Rlnr15 ana �D+rC'tlC2tfOCIS are In - - -
PEA GRAVEL OR fu!I 'OIII}�3iialiCU�' 4VItf'I tr:� ti�IiQlrt� vC;'L'J D¢ HOLDING
TANK TO BUILDING
DEPARTMENT FOR 104/05/18 OM 0
SECTION VIEW
BEDDINGD LAYER New York State.
1
OUTSIDE a
I I Of
TANK 512E MAX LIQUID DEPTH "A"I I TANK DIMENSIONS "B"X"C"I "O" I "I" I HEIGHT I W
II I SCALE:
500 GAL 4-1 8'-O" X 11'-O" 4'-10" 8'-1" 6'-3" "T"S. W
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HOLDING TANK TOWN OF QU SHEET TEMPORARY0
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NOT TO SCALE BY UTOPIA OR EQUAL BUILDING & O T: TRAILER PLAN W
I Reviewed By. DETAILS
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Date: >; SHEEP NO.
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Town of Queensbury
-
���.�. Community Development Office
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_� ,�, � ,>,� �, •�„�; ,� ,,=.l��-,.,a 742 Bay Road, Queensbury, NY 12804 PILOT KNOB
y _. v PROJECT DESCRIPTION:
ROAD
,a �_, , �t.+ �..f„ ,w- � �, .'� ,<�•�� ,, �,, �,, f If required, the applicant must submit a cop of the following to the Town:
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��" �i..,:..
4:• :.
,.� ,t , ;� ,. „ , .., a. The project NOI Notice of Intent for coverage under the current NYSDEC SPDES General
I _ t ,. SITE DEVELOPMENT OF THIS 0.89 ACRE WATERFRONT
�� . ;.�: e �: ,..,, ,� 5. . , � �, ..�• I�.� `� .� �'� . THE PROPOSED
.s, _ Town of Queensbu Planning Board
-
ry 9 Permit from Construction Activiprior to the start of any site work. M
c . . x -
- FAMILY
, �- ,� .� .. ��- , PROPERTY WILL CONSIST OF A NEW TWO STORY SINGLE �.
; `� b. The protect NOT(Notice of Termination) upon completion of the protect,
RESOLUTION Grant Site Plan ,,,. ..
,.�,,, < , . •b• �<'��. � ,z- . �,.� - ; �, k ..,�: � , � ti . -.: �r �}ti. ,: c. The applicant must maintain on their project site, for review b staff. �
��• �: �� . �w�� � � �,�'� ._ �:4 , �, _.,� _ �I.E4f ��� ,.,�.� ; �, ; RESIDENCE (3042 SF FOOTPRINT INCLUDING GARAGE) WITH A WALKOUTpp p 1 Y �
� �. ,,,,. .,, ,+ _ SITE PLAN 9-2018 KEN &VICTORIA GIORDANO
F. . _ ._. ... ._., . . .. �.,. _�..�, ,, r final I n h have been stamped b the Town Zoning Administrator.
y , ��.� � ,.� Y�..> � :>_ � :E, i. The approvedplans s that a e p Y 9
. . K. WILL BE SERVED BY AN ONSITE
�,:,. h�� . ...,Y� .. .:,�,..�,!41 _ Y�.. ._._. �� ; $, .:.. BASEMENT. THE RESIDENCE - - �. ._
N... _ :, •,. r .Y : -!3c 4., r Tax Ma ID. 227.17 1 50/Pro ert Address. 119 Seel a Road/Zonm . WR
. ,. .,.,,_ r p p Y Y 9 These plans must include the protect SWPPP (Storm Water Pollution Prevention Plan)
WASTEWATER SYSTEM (5 BEDROOM CAPACITY) AND A DRILLED WELL. when such a plan was prepared and approved; R Z
.. N
i n application to the Planning Board. Applicant proposes to remove existing The applicant has submitted a app a g pp p p g ii. The project NOI and roof of coverage under the current NYSDEC SPDES General
:. , ,;� .�;, ., . ,a .. •,. ��. .�� >: � h ;,,:� �� $ . �� �; �3 . >�: � ,,,, = 4: IMPERVIOUS AREAS WILL BE SERVED BY A STORMWATER p 1 p g
., .,,, THE NEW
. .. r construct a new home—6 477 s . ft. 3 042 s . ft. footprint). Pro ect includes site work � for
. : . � �,_. . . ,.�•-, .,.: ;.�� .. .. -,., ..�... ;, . .. k., �� _. . 635 s . ft garage e to co st q ( q1permiti h r ct if
�,� q 9 9Permit, or an individual SPDES ssuedt e p project
� , .� . .., . .:��.� ... . FEATURING RAIN GARDENS AN
D GRASS
� � � .. .. . ,�. r ,,�. � _. , w. s} _ MANAGEMENT SYSTEM FE _ _ � o. . .. � < ., -�, .w � '�� ,, >,�� ,_,. , .. ,,. +,,.. _ . for permeable aver driveway area new well new septic and rain gardens. Pursuant to Chapter 179 6 060 of - �-�'� ro ..
`t� �4 ,� .,`�.., -,-��� , >. , `��,..T „ P p Y � p 9 p Final approved tans, m compliance with the Site Plan, must be submitted to the Community � � _ .,
�t 9) pp p p
shall n Board review
K ..�`t4 . _ ..-.,.� . . � - � �.•,t � > Ir.. ,� �,. the Zoning Ordinance construction within 50 ft. of 15/D slopes s a be subject to Planning oa d e , ,-
�,.,� DEPRESSIONS IN COMPLIANCE WITH THE TOWN REGULATIONS. AN g p 1 9 De artment before an further review b the Zoning Administrator Building and
p Y Y 9 9
,... ' 't :,,'' -.� ::.:�, k 7_%if ft'> z`/r x* ;sz •x :? >`f .7./ ;` v�y/.;,.
and approval. Codespersonnel-
4
EXISTING GRAVEL DRIVE WILL BE MAINTAINED FOR CONTINUED USE BUT '
h The applicant must meet with Staff after approval and prior to issuance of Building Permit
45,
THE NEW - - -
r„ THE EXISTING GARAGE (635 SF) WILL BE REMOVED. Pursuant to relevant sections of the Town of Queensbu Zoning Code Cha ter 179 9 080, the Planning L A K E
u .•:., ,_ Ir Via, P'tlh . � .. .,` rY g p 9 and/or the beginning of any site work,
�, .�- ,, SEELYE ROAD
r ��. Board has determined that this ro osal satisfies the re uirements as stated m the Zonm Code,
ATTACHED GARAGE WILL BE SERVED BY A NEW PERMEABLE BLOCK p p q 9 i) Subsequent issuance of further permits, including building permits is dependent on compliance with
t i � G E 0 R G E
— •a K �i,' �r r this and all other conditions of this resolution; i O
PAVER DRIVEWAY
, >
PARKIN AREA
• .,:.� , r a,•+ r As required by General Municipal Law Section 239 m the site plan application was referred to the Warren As plans to certify that the site Ian is developed according to the approved plans to be provided
1) p fY p p 9 pp p p , N
County Planning Department for its recommendation; prior to issuance of the certificate of occupancy. 1`
< r i PROJECT SITE r In
r , k)This resolution is to be placed in its entirety on the final plans W
a 4 ft 1
The Planning Board opened a public hearing on the Site plan application on 02/13/2018 and continued the �
" t .
�, r 1 �:�trj public hearing to 02113/2018, when it was closed, PROJECT SITE N
z { }: , . , ,re { Motion seconded by Brad Magowan. Duly adopted this 13th day of February, 2018 by the following vote: N Q
SITE STATISTICS:
The Planning Board has reviewed the application materials submitted by the applicant and all comments 0
made at the public hearing and submitted in writing through and including 02/13/2018; —
�� tr�Na�Lr,., arc, <; ,,_, � �� � �` � ,. �� �, ��, � � � ` p 9 9 9 9 AYES: Mr. Hunsinger, Mr. Magowan, Mr. Valentine, Ms. White, Mr. Shafer, Mr. Traver Z
�fi f' yN '' ° I3 ZONING DISTRICT: WR
WR d Q
�^ hconsiderationsnstandards
The Planning Board determines that the application complies with the review and NOES: N NE
LOT AREA: 0.80± ACRES (38 947± SF) O Q
� set forth in Article 9 of the Zoning Ordinance for Site Plan approval, R..m
SETBACKS:
ABSENT: Mr. Deeb
�* ` ' r � �• -# � '' � MOTION TO APPROVE SITE PLAN 9-2018 KEN &VICTORIA GIORDANO; Introduced b
r
y Chris Ro E
. Hunsi r who moved for its adoption.
k '€ yt ' RELINE 50 FT 9 p
SHORELINE �n e o f
i r3F {�T rlal , I
According to the draft resolution prepared b Staff with the following. NYS FOREST I I
k r x IL FRONT 30 FT 9 p p Y
n
018
LANDS W l
SIDE 20 FT ---APR 6 2
1)Waivers requested granted. r
2. Adherence to the items outlined m the follow-upletter sent with this resolution. T0VVN Cat
BUILDING HEIGHT: 28 FT C UEE�':�SU Y
SITE LOCATION MAP a)The limits of clearing will constitute a no-cut buffer zone, orange construction fencing shall TAXMAP VICINITY MAP ONIMUNI �`DEVE�0-I"AE �
be installed around these areas and field verified by Community Development staff; '
PERMEABILITY: 75% MIN. ) pp Sanitary p SCALE: 1 " = 500'
b If applicable, the Sanita Sewer connection Ian must be submitted to the Wastewater >-
SCALE: 1 " = 2,000'
IMPERVIOUS AREA: 6,679 SF Department for its review, approval, permitting and inspection; w LL I a c) If curb cuts are being added or changed a driveway permit is required. A building permit will not be LuO
�
FLOOR AREA RATIO: 22% ALLOWED; 16.6% PROPOSED issued until the approved driveway permit has been provided to the Planning Office; Q
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d) If application was referred to engineering then Engineering sign-off required prior to signature of TOWN OF QUEENSBURY LL Z` ; W ;' EE
WATER SUPPLY: DRILLED WELL Zoning Administrator of the approved plans; ��//�� _J `� U)>
e) Final approved plans should have dimensions and setbacks noted on the site plan/survey, floor plans V) a W `I' = =
WASTEWATER: ONSITE ELJEN GSF TRENCHES LL' Or — I-
and elevation for the existing rooms and proposed rooms in the building and site improvements; �• C � H� �
o
STORMWATER: ONSITE Z �LL LU
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Page 1 of 2 Page 2 of 2 W f- c: S U0 z
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1000 GAL PRECAST w p I,_ w
CONCRETE PUMP TANK 1 1 U LWIJ= � w
SEE DETAIL. LLI �Q o
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1500 GAL PRECAST O LU _ Lu
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CONCRETE SEPTIC TANK
SEE DETAIL. � Q
4" PVC SDR 26 BUILDING
SEWER. EXACT LOCATION GIto
AND ELEVATION PER ARCHITECT G_ O
LU
FIRST FLOOR DECK C� UJ
2" PVC FORCE MAIN OVERFLOW SPILLWAY D Z
ELEV=327.00 o m
4ILL
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TEMPORARY TRAILER, WE
SEE NOTE.
RETAINED RAIN Z
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PRECAST CONCRETE GARDEN #1. SEE DETAIL. V, ,`-B ,r�Q / \ S89°17 3 „2 E-- 0 W Z
a AREA=90 SF \ \ 5. OO W
#1 D-BOX. SEE DETAIL ER 0 W
TEMPORARY GRAVEL ';O,NSTRUCT,'t?1' /N71 2O 39„E
PAD (8" MIN) ITEM 4 \ I I W
X S81'18'00"E 28. 00 O J W
30. 01 ' l �'� ! WOW
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ohs �g�G� ♦ r� —CHISELED „X„ ap 0/ O U) Z �
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N88 50 54 E
r SS 17 2 E w� DRAWN BY
vIIW VJIw UIIW— — -- / "; // 9` 3 » O W
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4 � Q. V (1)LLI CHECK BY
�327.2 X / - / �U) �` EDP PROJECT NUMBER
/ SHALLOW GRASS V• >1 THE ALTERATION OF THESE DOCUMENTS IN ANY WAY.
�1 I 327 �3)2
UNLESS DONE UNDER THE DIREC25 DEPRESSION #2 VJ COMPARABLE PROFESSIONAL, (LE.) ENGINEER FOR AN
CURTAIN DRAIN. \ ENGINEER, LANDSCAPE ARCHITECT FOR A LANDSCAPE
I SEE DETAIL \ � 1 — ' _J AREA=290 SF L U ARCHITECT OR SURVEYOR FOR A SURVEYOR, IS A VIOLATION
o \ 20' SETBACK LINE I / c\ � M V OF THE NEW WRK STATE EDUCATION LAW AND/OR
1 _ _ _ _ '—'^' I ' I/II, .r I/ ,/ I '! /\ \ ,-•1 ` 328 25 .'. 0 00 \ `OV Q REGULATIONS AND/S A CLASS A' MISDEMEANOR.
TIE LINE
O RECORD OF WORK DATE BY
•25 { Sol 34 25 E Q� SUBMrTTAL TO BUILDING DEPARTMENT 03/02/18 DM
J V O SUBMRTAL TO BUILDING DEPARTMENT FOR 04/05/18 DM
— I 100.86 c
_GF=338.75 — """-� � / � a \ i` ••� ' \ I ; ~ � � O HOLDING TANK PFRMR
1 OCL
. 327.25 `
Z FF=338.75 } O�r
/� I �� �3 C / ,. PERMEABLE BLOCK PAVER
r INSTALL TEMPORARY / ;, i sue. , BF=330.00 �� _a 85' PATIO (230f SF) AND
=; HOLDING e \ i / ,' i j p I a ] l
J t v U NON—CONTIGUOUS Q
o� N A/� I—' �'� '� �I TANK, SEE DETAIL, / — �� �� { J '327.25 �� STONE SLAB WALKWAY
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ohV� O O ��< Y I� ��; �--- � � SHEET 2 <� � �.�� �'� �� ij <%t'� � � _ / a .y::.•::• � \ ,
Q I � \ °� o o \ 1 104 f ALONG SHORE y
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20' SETBACK LINE �� "� 327'25 OVERFLOW SPILLWAY
ELEV=327.00 „ REFER TO APPLICATION PHOTOS
_ ,:` / ;a'r.l:w / x S87°48 13 W FOR DEPICTION OF EXISTING '
\ I 338.75 ` �� / 327. 1 I , SHORELINE VEGETATION a
M.
TRANSITION TO SOLID r
71. 77 `
4" PVC SDR-35. DAYLIGHT - C3
PIPE AS SHOWN AT A CONTINUOUS S87`48'13"�/ `< —20' - ��T �par,'0- 1 WTI _ DAYLIGHT 4" PVC SDR-35 o
SLOPE PROVIDING POSITIVE RELIEF w FRAM Z
'�° POINT OF LOWEST �� rl�'ri mks W '
ADJACENT GRADE y
BA THEY ELEV=334.0 L Ei;1 C3.
MARKER ` �G ' i
FOUND PROPOSED ,_ tA
fr f r c
DRILLED WELL I a
SCALE:
4" SOLID PVC SDR-35 f /
AS SHOWN
SITE DEVELOPMENT NOTES: ELJEN GSF ABSORPTION TRENCHES PERMEABLE BLOCK / SHALLOW GRASS NOTE
4 TRENCHES AT 52 FT EACH PAVERSEDE I DETAIL COVERED FIRST SHORELINE SETBACKS OF ADJACENT i
DEPRESSION #1 PROPERTIES ARE AN AVERAGE OF ;
WATER SUPPLY WILL BE FROM PRIVATE DRILLED WELL AREA=1,840 SF FLOOR PORCH AREA=480 SF 56'. PROPOSED SETBACK FOR THIS NOT FOR a
— THE POWER SUPPLY WILL COME FROM THE EXISTING RESIDENCE IS 71'. CONSTRUCTION
UTILITY POLE ON SEELYE ROAD TO THE MAIN /
SHUTOFF IN THE PROPOSED HOUSE CONNECT 4" PERFORATED /
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SHEET TITLE: ae
� PVC UNDERDRAINS TO / R
— SITE LIGHTING WILL BE TYPICAL RESIDENTIAL LIGHTING S.T.SOLID PVC PIPE WITH P
WITH BUILDING MOUNTED FIXTURES AT DOOR ENTRIES, NOTE: S. PVC FITTINGS / / PROPOSED Q
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A FLOOD LIGHT FOR THE DRIVEWAY AREA, AND A \ TEMPORARY W
POST LIGHT FOR WALKWAY AREAS. 1 . THE OWNER IS PROPOSING TO INSTALL ONSITE A TEMPORARY TRAVEL TRAILER WHICH WILL SERVE AS TRAILER PLAN W
TEMPORARY HOUSING FOR THE GIORDANO FAMILY DURING THE COURSE OF CONSTRUCTION. THE W
— SUPPLEMENTAL PLANTINGS AROUND THE RESIDENCE
TRAILER WILL BE A JAYCO JAY FLIGHT BUNGALOW 40HBTS WHICH IS APPROXIMATELY 41 ' X 12' WHEN � � \ � � GRAPHIC SCALE ir
WILL BE TYPICAL OF A RESIDENTIAL LANDSCAPE PLAN EXPANDED. A CONNECTION FOR WASTEWATER DISCHARGE WILL BE MADE TO A IN—GROUND HOLDING SHEET:
AND WILL BE DETERMINED BY THE OWNER AND TANK WHICH WILL ALSO BE INSTALLED ON A TEMPORARY BASIS. THE WATER SUPPLY WILL COME FROM W
LANDSCAPE CONTRACTOR FOLLOWING CONSTRUCTION THE NEWLY DRILLED WELL AND POWER WILL COME FROM A CONNECTION TO THE CONSTRUCTION _ — - - TT- 1
OF THE HOME. - - - - - - 20 15 to 5 0 20 40 80
SERVICE. THE TRAILER WILL BE PLACED ON A TEMPORARY PAD CONSISTING OF A MINIMUM OF 8 OF 'z
GRAVEL. THE TRAILER WILL BE REMOVED FROM THE SITE PRIOR TO THE RESIDENCE RECEIVING A FINAL (IN FEET) oe
CERTIFICATE OF OCCUPANCY.
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